Composite Structures 349-350 (2024) 118509 Contents lists available at ScienceDirect Composite Structures journal homepage: www.elsevier.com/locate/compstruct Identification of mode I fracture toughness in GFRP/Al and GFRP/Cu joints for structural batteries Maryam Niazi a,b , Federico Danzi b , Ricardo Carbas b,c , Pedro P. Camanho b,c ,∗ a b c Engineering Physics Department, Engineering Faculty, University of Porto, Rua Dr. Roberto Frias, Porto, 465-4200, Portugal LAETA-INEGI, Institute of Science and Innovation in Mechanical and Industrial Engineering, Campus da FEUP, Rua Dr. Roberto Frias, Porto, 400-4200, Portugal Mechanical Engineering Department, Engineering Faculty, University of Porto, Rua Dr. Roberto Frias, Porto, 465-4200, Portugal ARTICLE INFO ABSTRACT Keywords: Hybrid-interface Structural batteries Fracture toughness VCCT Roughness Surface free energy Fiber metal laminates Fiber metal laminates (FMLs) have been proposed as components of structural batteries, yet their elastic mismatch can lead to interface cracks, compromising structural integrity and both mechanical and electrochemical efficiency. To this end, the bonding between the metal and the composite layer is of utmost importance. In this study, the effect of various metal surface treatments on the mode I interlaminar fracture toughness of two FML configurations suitable for structural batteries — Glass Fiber Reinforced Polymer (GFRP)/aluminum laminate and GFRP/copper laminate — was examined. The surface treatments included sulfo-ferric etching, NaOH/HNO3 etching, and Sol–Gel anodizing for aluminum 2024-T3, as well as FeCl3 /HCl/Glycerol treatment and Sol–Gel anodizing for copper alloy. The results were compared with untreated conditions and with the baseline GFRP/GFRP configuration. GFRP/metal coupons were designed to achieve pure mode I interlaminar fracture toughness in double cantilever beam (DCB) tests, and the designs were verified using the Virtual Crack Closure Technique (VCCT). The surface characterization of the metals was performed using contact angle tests to estimate the surface free energy, while Coherence Scanning Interferometry (CSI) was used to measure the surface roughness and topography. 1. Introduction and 1d). In this concept, the core components and metallic current collectors need to be enclosed with an insulating protective shell for safety reasons. In both configurations, GFRP stands out as a promising candidate, either as the structural shell for embedding the battery or as an insulating cover for hosting the multifunctional system, due to its excellent mechanical and insulating properties [11]. However, the bonding between GFRP and the current collectors is a concern due to the material discontinuity and the stiffness mismatch that make the interface layer prone to crack nucleation and propagation. This issue can compromise both the structural integrity and the electrochemical efficiency of the system [12–14]. In the realm of electrochemical performance, delamination between the composite shell and current collectors causes the system to lose its compactness and strength, compromising the support for the core components of the battery against internal loads caused by charge/discharge cycles [15–17]. This may affect the bonding between internal layers, such as electrodes and electrolytes, thereby degrading the cell electrochemical efficiency. Therefore, identifying effective methods to enhance the interlaminar Extensive efforts have been dedicated to enhance the specific capacity of energy storing devices concerning both mass and volume, leading to the development of multifunctional structures [1]. In this regard, the design of structural batteries with the capability of carrying mechanical loads and storing electric energy at the same time, promises to be a breakthrough in energy storage devices [2–6]. In the last decade, two different approaches have emerged for designing weightless structural batteries. In the first approach, the core components of the battery (cathode, electrolyte, and anode), along with the current collectors (mostly aluminum and copper) are integrated inside a structural shell made of fiber-reinforced polymers. This design concept is typically addressed as ‘‘embedded batteries’’ [7,8] and it is shown in Figs. 1a and 1b. In this configuration, the battery core components handle the electrochemical functions, while the structural shell carries the mechanical load. In the second approach, called ‘‘multi-functional materials’’, the fibers and matrix of the composite not only serve as the core components of the battery and perform electrochemical functions but also carry mechanical loads simultaneously [9,10] (see Figs. 1c ∗ Corresponding author at: LAETA-INEGI, Institute of Science and Innovation in Mechanical and Industrial Engineering, Campus da FEUP, Rua Dr. Roberto Frias, Porto, 400-4200, Portugal. E-mail address: pcamanho@fe.up.pt (P.P. Camanho). https://doi.org/10.1016/j.compstruct.2024.118509 Received 12 April 2024; Received in revised form 5 July 2024; Accepted 18 August 2024 Available online 22 August 2024 0263-8223/© 2024 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 1. Different types of structural batteries, a. Flat embedded structural batteries, b. Coaxial embedded structural batteries [4], c. Multi-functional materials with matrix cathode [10] (reprinted with permission from Elsevier-2024), and d. Multi-functional materials with coated carbon fibers cathode [18]. fracture toughness between current collectors and the composite shell is crucial for achieving an efficient energy storage system. Nowadays, aluminum and copper are essential current collectors in batteries, valued in commercial markets due to their electrochemical stability, low cost, abundance, and excellent electrical properties [19, 20]. Aluminum serves as the current collector for the cathode, while copper serves this role for the anode in many commercial battery packs, and these assignments are not interchangeable [19]. When assessing the fracture toughness of bonding between these metals and composite laminate for structural battery applications, simultaneous study of both current collectors is required for evaluating the performance, integrity, and identifying potential weaknesses. Due to the poor adhesive properties of the bare metals, surface treatment prior to bonding is required to enhance interfacial adhesion through mechanical interlocking and by increasing the number of active chemical sites at the metal–composite interface [21]. Regarding the aluminum alloy, to date, several methods have been used to improve the surface morphology: mechanical abrasion and grit-blasting, alkaline etching, acidic etching, and anodizing [22]. Mechanical abrasion and grit-blasting increase the surface roughness, improving the mechanical interlocking between the metal layer and the composite laminate [23,24]. The alkaline and acidic etching enhance the adhesion by altering the surface chemical composition and by creating a strong adherent porous oxide layer [25–27]. It has been reported that chemical treatments with NaOH/HNO3 cause a chemical attack by dissolving the native oxide layer and particles of the aluminum, providing more appropriate layer for bonding with composite [28,29]. In addition, some electrochemical methods such as Forest Product Laboratory etching (FPL-etching) [30], sulfo-ferric etching (P2-etching) [23,31], chromic acid anodizing (CAA) [32,33], and phosphoric acid anodizing (PAA) [34,35] have been referred as effective treatments that enhance interfacial bonding of composite and aluminum through making porous nanostructure on the metal surface. For several years after 1950, FPL-etching was very popular in the aerospace industry, however, the use of toxic chromium compounds (e.g. hexavalent chromium) in the treatment process restricted its application in many countries. Therefore, sulfo-ferric etching (P2-etching) was developed in the 1970s as a less toxic alternative with a similar performance [36]. During the last ten years, a user-friendly Sol–Gel based technique, with good chemical stability, has been widely used in aerospace field as a potential technique to mitigate the negative effects that are associated with service surface treatments, and to protect metals from common problems such as corrosion, fouling, and wearing [37–39]. Regarding the copper, E 407–99 standard suggests several chemical treatments. For example, Ferric chloride (FeCl3 ) is indicated for small-scale etching process [40]. But less information are currently available in the literature. The interlaminar fracture of bonded joints is usually a combination of three fracture modes: opening mode (Mode I), shearing mode (Mode II) and tearing mode (Mode III). The Double Cantilever Beam (DCB) test has been extensively used to experimentally measure the mode I critical strain energy release rate (πΊπΌπΆ ) for symmetric adherents (same material and same thickness) [41–43]. Due to the high application of FMLs in many areas such as aerospace [44–47] automotive [48], and multi-functional structural energy devices [5], the interlaminar fracture properties between composite and metal adherents (usually with different thickness) has attracted recent studies [49–53]. This study focuses on assessing the impact of various surface treatments on the mode I interlaminar fracture toughness of two FML configurations deemed suitable for structural batteries: GFRP/Al and GFRP/Cu. The treatments applied to aluminum 2024-T3 included sulfoferric acidic etching (P2-etching), NaOH/HNO3 chemical etching, and Sol–Gel anodizing. For copper, the treatments comprised FeCl3 /HCl/ Glycerol chemical etching and Sol–Gel anodizing. The results were subsequently compared with untreated conditions and the symmetric GFRP/GFRP laminates. The hybrid DCB configurations were initially designed using theoretical approaches found in the literature for bi-material systems. These designs were numerically verified by studying the mode mixity at the crack tip using the Virtual Crack Closure Technique (VCCT). For each treatment, the surface free energy was measured using contact angle tests. Moreover, surface roughness and topography were obtained using the Coherence Scanning Interferometry (CSI) method. 2. Materials and method 2.1. Material The high-strength aluminum alloy Al2024-T3 and copper alloy Cu110-H02, both with a thickness of 2 mm, were sourced from McMaster-Carr. E-glass PPG-600T-15 π-25 gsm-300 mm-TP736LT was 2 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Table 1 Mechanical properties of E-Glass Lamina. πΈ1 (GPa) πΈ2 (GPa) π12 πΊ12 (GPa) 40 6.43 0.298 2.735 The reaction continues with ferric sulfate of P2-paste, where ferric sulfate make pitting of the alloy surface, leading to non-uniform attack at specific areas [36]. Table 2 Mechanical properties of metals. Material πΈ (GPa) π ππ¦ (MPa) ππ’ (MPa) Aluminum 2024-T3 Copper 110-H02 73 117 0.33 0.3 316 261 457 289 Aluminum Copper (3) 2Fe3+ + Cu → 2Fe2+ + Cu2+ (4) Afterwards, the substrates were cleaned with deionized water and dried at room temperature. 2.2.3. Chemical etching of aluminum with NaOH-HNO3 Following the procedure specified in [28,29], after pretreatment, the aluminum substrates were immersed in NaOH (5%) solution for 5 min, forming sodium aluminate (NaAlO2 ) and hydrogen gas according to etching reaction: Table 3 The selected surface treatments for metals. Metals 3Fe3+ + Al → Al2+ + 3Fe2+ Surface treatments Without treatment P2-etching NaOH/HNO3 Sol–Gel 2Al + 2NaOH + 2H2 O → 2NaAlO2 + 3H2 Afterward, the substrates were cleaned by rinsing with deionized water. During this step, NaAlO2 hydrolyzed in the presence of water, resulting in Al(OH)3 as shown in Eq. (6). Without treatment FeCl3 /HCl/Glycerol Sol–Gel NaAlO2 + 2H2 O → NaOH + Al(OH)3 2Al(OH)3 → Al2 O3 + 3H2 O After cutting the aluminum and copper sheets to the specified dimensions of the DCB specimens (200 mm × 25 mm) using a 5axis DMG-DMU-60eVo CNC machine, surface treatments as outlined in Table 2 were applied. The procedures for each treatment are detailed in the following subsections (see Table 3). 2.2.4. Sol–Gel anodizing of aluminum and copper Sol–Gel anodizing was performed using the 3M-AC-130-2 aerospace sealant, which consists of Part A — a water solution containing propyl alcohol, zirconium n-propoxide, acetic acid, and water — and Part B, GTMS—a blend of 3-glycidoxy propyl-trimethoxysilane and methyl alcohol. The Sol–Gel paste was prepared by mixing Part A and Part B in compliance with the supplier’s recommended ratio of 49.2:1.06, until a transparent and homogeneous solution was achieved. Following pretreatment of aluminum and copper substrates, the Sol–Gel solution was applied uniformly to cover their entire surface area. Subsequently, the substrates were air-dried at room temperature for approximately one hour. This treatment involves the growth of metal-oxo polymers through hydrolysis (Eq. (8)) and condensation (Eq. (9)), resulting in the formation of a thin, inorganic zirconium oxide film incorporated with epoxy-silane on the metal surface [38,39,55]. 2.2.1. Pretreatment Before starting any treatment, all metal substrates were cleaned using a soft sponge, soap, and water to remove dust and contaminants originating from manufacturing processes. This was followed by rinsing with deionized water and drying at 40 β¦ C in an oven for 1 h. Each substrate surface was then cleaned with acetone and dried at room temperature. Subsequently, the substrates were manually sanded using 800-grit sandpaper, followed by cleaning with acetone and drying at room temperature. It is worth noting that all configurations, including those labeled ‘‘without treatment’’, incorporate a preliminary step for surface pretreatment to ensure proper cleaning of the metal substrates. 2.2.2. P2-etching of aluminum Following the procedure specified in [36,54], P2-paste was made by mixing 5 g of concentrated sulfuric acid, 2 g of 75% ferric sulfate, and 10 g deionized water. After pretreatment of the aluminum substrates, the P2 solution was applied on their surfaces and then left at room temperature for 25–30 min. The sulfuric acid in the P2 paste resulted in the following chemical reactions, on the aluminum and copper components of the aluminum substrates: 2+ Cu + 4H+ + SO− + SO2 + H2 O 4 → Cu (2) (7) Finally, the aluminum substrates were immersed in a 30% weight nitric acid (HNO3 ) solution for 45 s to clean the metallic unstable particles on the surface, resulting in a new rough layer of Al2 O3 that is appropriate to be bonded to the composite [28,29]. Subsequently, the substrates were rinsed with deionized water at room temperature. The substrates were then dried in an oven at 40 β¦ C for one hour. 2.2. Surface treatments (1) (6) Then, during the drying step (at 40 β¦ C for one hour), aluminum quickly oxidized to aluminum oxide (Al2 O3 ), as shown in Eq. (7), forming a thin (approximately 10 nm), unstable layer that can result in poor bonding if cured with the composite at this stage. used as the thin-ply lamina. The mechanical properties of the Eglass fiber lamina were calculated using the rule of mixtures and are shown in Table 1, where πΈ1 is Young’s modulus in the longitudinal (fiber) direction, πΈ2 is Young’s modulus in the transverse and thickness direction, and π12 and πΊ12 are the Poisson’s ratio and shear modulus, respectively. The mechanical properties of the aluminum alloy and copper alloy are shown in Table 2, where πΈ and π represent the Young’s modulus and Poisson’s ratio of the metals. The parameters ππ¦ and ππ’ represent the yield stress and tensile strength of the metals, respectively. 2Al + 6H → 2Al3+ + 3H2 (5) Si(OEt)4 + 2H2 O → Si(OH)4 + 4EtOH (hydrolysis) (8) Si(OH)4 → SiO4 + 2H2 O (condensation) (9) 2.2.5. Chemical etching of copper with FeCl3 /HCl/Glycerol According to ASTM E 407–99 standard, a mixture was prepared by combining 1 g of ferric chloride (FeCl3 ), 2 mL of HCl, 10 mL of glycerol, and 3 g of deionized water. The components were stirred until a homogeneous solution was achieved. Following the pretreatment stage of copper substrates, the solution was applied to their surface using a swab for 60 s. Subsequently, the treated substrates were rinsed with warm deionized water and then air-dried at room temperature for approximately one hour. 3 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 2. The dimensions of the hybrid DCBs. Table 4 Configuration of GFRP/Al and GFRP/Cu laminates. Lay up of GFRP βπ (mm) βπ (mm) [theoretical thickness] πΈπ₯π (MPa) GFRP/Al GFRP/Cu [0β¦ /45β¦ /90β¦ /−45β¦ ]20π 4 2 [1.99] 18 106 [0β¦ /45β¦ /90β¦ /−45β¦ ]25π 5 2 [1.96] 18 022 the specimen, the mesh size was varied from 0.25 mm near the crack tip to 2 mm in regions farther from the crack tip. For the thickness, except for the first 8 plies, the mesh size was varied from 0.25 mm to 0.5 mm. The element size through the width of the specimens was fixed at 0.25 mm. The total number of elements in the model was 314000. By obtaining the displacement of the nodes adjacent to the crack tip and using the nodal forces at the crack tip nodes, along with the equations of VCCT shown in Appendix B of the supplementary data [60], the contribution of each mode of interlaminar fracture toughness was determined. The energy release rates for mode I, mode II, and mode III components, denoted as πΊπΌ , πΊπΌπΌ , and πΊπΌπΌπΌ , respectively, were calculated for GFRP/Al and GFRP/Cu laminates. Afterwards, the energy release rates were divided by the total energy release rate (the sum of all components) to calculate the relative contribution of each mode. Fig. 4 shows the contribution of each mode for both configurations with a crack length of 50 mm and an opening displacement of 4 mm. Results for other crack lengths, including 60 mm, 70 mm, 80 mm, 90 mm, and 100 mm, are provided in Appendix B of the supplementary data. For all crack lengths investigated, the findings indicated that the design of both hybrid laminates predominantly exhibits mode I behavior (around 97%), with mode II contributing approximately 3% and mode III less than 0.01%. 2.3. Designs of hybrid DCBs and VCCT verification As discussed in the literature, for asymmetric DCBs, achieving pure mode I interlaminar fracture toughness typically requires matching the flexural stiffness of the two arms. Otherwise, shear stress in the interface of dissimilar adherents results in a mixed-mode loading scenario [50,56,57]. Ouyang et al. [56] developed an accurate method to estimate the thickness of each arm in bi-material DCB systems under pure mode-I loading. Their theoretical approach suggests that the condition πΈβ2π = πΈπ₯π β2π , where πΈ is the Young’s modulus of the metal arm, βπ and βπ are the thicknesses of the metal arm and composite arm, respectively, and πΈπ₯π is the longitudinal flexural stiffness of the composite arm, minimizes the effects of shear stresses and results in a pure mode-I loading scenario. This method was validated by numerical and experimental studies [50,56]. In this study, by applying this condition (πΈβ2π = πΈπ₯π β2π ) and using the classical laminate theory, the thickness of the composite arms for both hybrid configurations (GFRP/Al and GFRP/Cu) was determined based on the specified thickness of the metal arms. The general equations to obtain πΈπ₯π are presented in the Appendix A of the supplementary data [50]. The resulting configurations were numerically tested in Abaqus [58] to ensure there was no plastic yielding in the metal arms during quasi-static fracture testing. The final designed configurations are presented in Table 4, and shown in Fig. 2. The 3D Virtual Crack Closure Technique (VCCT) was employed to calculate mode-mixity and determine the energy release rate profiles at the crack tip line [59]. The model was defined as linear elastic. Both the GFRP and metal arms were modeled by properly partitioning a single part. To represent the initial crack, a seam was assigned to the relevant partition of pre-existing delamination. A contour integral was used to define the crack tip line, and a singularity of 0.25 was specified to accurately capture the stress intensity factors around the crack tip. Fig. 3a illustrates the boundary conditions applied in the numerical models: on the crack side of the DCB, the outer edge of each adherend along the width were subjected to an opening displacement in out-of-plane direction. Fig. 3b shows the mesh configuration of the numerical models. C3D8I (8-node linear brick, incompatible modes) were employed for the finite element mesh. The first eight plies of the GFRP were modeled separately using partitions and each ply was meshed with one element through its thickness. Through the length of 2.4. Manufacturing DCB specimens and testing procedure The GFRP laminates were manufactured through hand layup and cut using a roller cutter, aligning it with metal sheets as a reference and adopting the dimensions of the DCB specimen (200 mm × 25 mm). The insert was manufactured from an Upilex film with a thickness of 25 μm, simulating an initial artificial crack of approximately 50 mm. The metal adherends were co-cured with the GFRP laminate using a hot press at a pressure of 25 bar and temperatures specified by the supplier (1 h at 70 β¦ C and 3 h at 100 β¦ C). After curing, the thickness of the hybrid laminate was measured to be 5.7 mm for GFRP/Al and 6.6 mm for GFRP/Cu. To prepare the specimens for DCB tests, parallelepipedal steel blocks were used. These blocks measured 25 mm × 20 mm × 20 mm and had a central hole with a diameter of 6.2 mm. They were placed on the pre-crack sides of the specimens using an epoxybased adhesive and a mould with appropriate reference pins to ensure alignment. The DCB tests were performed in compliance with the ASTM-D5528 standard test method. Quasi-static tests were conducted using a 1 kN load-cell tensile testing machine under displacement control at a rate of 1 mm/min. Digital photos were made every two seconds by using Canon EOS 80D camera. The pre-crack was extended by 3 to 5 mm from the insert prior to testing, as recommend in the standard for inserts thicker than 13 μm. The crack length was calculated as the distance between the crack tip and the center-line of the pins of the blocks. 4 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 3. Finite element model of hybrid DCBs: a.Boundary conditions, b. Mesh overview. Fig. 4. Mode mixity of the designed hybrid laminates with a crack length of 50 mm and an opening displacement of 4 mm: a. GFRP/Al, b. GFRP/Cu. Table 5 Contact angles (π) of metal substrates with different treatments (degrees). 3. Results and discussion Metal 3.1. Contact angle test Contact angle tests were conducted on the surfaces of aluminum and copper substrates, each with dimensions of 25 mm × 40 mm, and subjected to various surface treatments as discussed in the previous section. The experiments were carried out utilizing an OCA15 Neurtek goniometer, employing three distinct liquids: water, ethylene glycol 55%, and n-hexadecane. After adjusting the tester, camera, and the substrate, a small droplet (around 5 μL) of each liquid was placed on the surface of the substrates, by using the dosing unit. The image of the droplet was captured using an optical camera. The static contact angle was measured by the SCA15 software after defining the base line of the surface and droplet shape of the liquid droplet. The Owens, Wendt, Rabel, and Kaelble method (OWRK-model) was used as a standard method for calculating the Surface Free Energy (π s ) of metal surfaces from the contact angle (π) [61,62]. The formula of this method and the properties of the mentioned liquids are presented in Appendix C of the supplementary data. The experimentally determined contact angle Al Cu Surface treatment Liquid Water Ethylene glycol n-hexadecane Without treatment P2 etching NaOH/HNO3 Sol–Gel 97.6 84.7 56.4 71.5 66.9 55.4 39.6 82.5 14 0 0 0 Without treatment FeCl3 /HCl/Glycerol Sol–Gel 107.7 100.9 83.5 74.7 41.3 53.9 16 0 0 (π), which is the angle between the metal–liquid interface and the liquid–gas interface, is shown in Table 5. Accordingly, π = 0β¦ indicates the liquid completely wetted the substrate, 0β¦ < π < 90β¦ shows high wettability, 90β¦ < π < 180β¦ indicates low wettability of the surface. Fig. 5 shows the ethylene glycol droplet and its contact angles on aluminum and copper substrates treated with Sol–Gel anodizing. The image reveals that the copper substrate exhibited a lower contact 5 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 5. Ethylene glycol droplet on substrates with Sol–Gel anodizing treatment: a. Aluminum substrate, b. Copper substrate. Table 6 Surface free energy of different substrates, π s (mJ/m2 ). Table 7 Surface roughness of different substrates, ππ (μm). Surface treatment Al Cu Surface treatment Al Cu Without treatment P2-etching NaOH/HNO3 Sol–Gel FeCl3 /HCl/Glycerol 27.8 31.8 43 30 – 27 – – 32.3 34.8 Without treatment P2-etching NaOH/HNO3 Sol–Gel FeCl3 /HCl/Glycerol 0.45 0.43 0.56 0.62 – 0.41 – – 0.71 0.56 angle, indicating higher wettability compared to the aluminum substrate under the same treatment condition. This enhanced wettability suggests potentially stronger adhesive bonding between the copper and the GFRP laminate compared to the one between aluminum and GFRP laminate. The surface free energy (π s ) of various substrates, as presented in Table 6, reveals notable variations due to different chemical treatments. Chemical etching with NaOH/HNO3 significantly affected the surface free energy of aluminum (43 mJ/m2 ), compared to untreated substrate (27.8 mJ/m2 ), Sol–Gel anodizing (30 mJ/m2 ), and P2-etching (31.8 mJ/m2 ). For copper, chemical etching with FeCl3 /HCl/Glycerol resulted in a higher surface free energy of 34.8 mJ/m2 , compared to untreated substrates (27 mJ/m2 ) and Sol–Gel anodizing (32.3 mJ/m2 ). roughness of both substrates, especially the copper substrate with a peak of 0.71 μm, whereas untreated copper displayed the lowest roughness of 0.41 μm. NaOH/HNO3 of aluminum and FeCl3 /HCl/Glycerol of copper substrates both resulted in similar surface roughness of 0.56 μm. In the context of P2-etching of aluminum substrates, a noticeable reduction in roughness from 0.45 μm to 0.43 μm was observed in comparison to untreated specimens. This phenomenon arose from the chemical action induced by ferric sulfate and sulfuric acid during the etching process. This chemical interaction targeted and diminished the height of peak points, which were originally formed during the preliminary cleaning step with sanding paper in the pretreatment stage. 3.2. Surface roughness The mode I interlaminar fracture toughness of each specimen was measured using the Modified Beam Theory (MBT) based on the ASTM D5528 standard. Accordingly, the fracture toughness is given by: 3.3. Interlaminar fracture toughness Coherence Scanning Interferometry (CSI) was used to measure the surface roughness and topography with nanometric precision. The 3D surface characterization of the specimens was performed using a noncontact measurement system NPFLEX from Bruker. It is an optical unit with an XLWD Industrial Objective with 10 times magnification, a working distance of 34 mm, an aperture of 0.28 and an optical resolution based on Sparrow Criteria at 535 nm of 1 μm. The vertical resolution was less than 15 nm. The surface roughness measurement, ππ , was determined as the arithmetic mean of the absolute heights within a sampling area, 4.8 mm × 4.8 mm square region extracted from the center of the specimen: ππ = 1 |π§(π₯, π¦)|ππ₯ππ¦ π΄∫ πΊπΌ = 3π πΏ 2π(π + |π₯|) (11) where π is the applied opening load, πΏ is the load-point vertical displacement, and π is the specimen width. In the context of the MBT, |π₯| is used to define an effective crack length which accounts for non-zero rotations of the crack tip. The fracture toughness in each DCB test was determined by analyzing the stable part of the each resistance curve (Rcurve). Three separate samples were examined for each configuration to assess setup repeatability. In the following subsections, the averages of the R-curve and load–displacement are presented for each group of specimens. Detailed information for each individual specimen can be found in Appendix E of the supplementary data. Additionally, the coefficient of variation (CV) was calculated for each dataset to illustrate the extent of variation within each group of data, focusing on the stable plateau of the R-curve. (10) where π΄ is the sampling area in the xy plane, and z is the height of each point of the sample. Surface roughness parameter, ππ , directly influence the contact area and strength of mechanical interlocking between the metal and composite layers. Higher ππ values typically result in increased micro-asperities and contact points, enhancing the mechanical interlocking capability. This, in turn, improves the load transfer across the interface and contributes to the overall fracture toughness by resisting crack propagation [63]. Fig. 6 depicts the 2D surface profiles of aluminum and copper substrates with Sol–Gel anodizing. The 2D surface profiles for other treatments can be found in Appendix D of the supplementary data. The surface roughness of different substrates is presented in Table 7. Accordingly, Sol–Gel anodizing had the strongest effect on the surface 3.3.1. Fracture toughness of GFRP laminate Thin-ply E-glass laminates were tested in DCB experiments with two distinct configurations: unidirectional[0]72S and quasi-isotropic [−45β¦ /90β¦ /45β¦ /0β¦ ]18S . The quasi-isotropic configuration, strategically designed within the hybrid laminate to mitigate thermal residual stress, was selected for comparison with the ASTM D5528-standardized unidirectional configuration. This comparison aims to explore variations in crack propagation behavior between the two configurations. The Rcurve and load–displacement data for both configurations are depicted 6 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 6. The 2D surface profiles of substrates with Sol–Gel anodizing: a. Aluminum substrate, b. Copper substrate. Fig. 7. The fracture toughness results of GFRP laminate, a. R-Curve, b. Load–displacement. Fig. 8. The lateral view of delamination propagation of GFRP laminate: a. Unidirectional laminate, b. Quasi-isotropic laminate. Table 8 Average πΊπΌπΆ and CV of the GFRP laminate. πΊπΌπΆ (N/mm) CV (%) UD ([0]72S ) QI ([−45β¦ /90β¦ /45β¦ /0β¦ ]18S ) 0.86 6 0.52 4 3.3.2. Fracture toughness of GFRP/Al laminate The R-curve and load–displacement behavior of GFRP/Al with different surface treatments on the aluminum are shown in Fig. 9. The results show how different treatments of aluminum significantly influenced the R-curve shapes, indicating varied resistance to crack initiation and propagation at the interface. The average πΊπΌπΆ values of different treatments, along with their relative CVs, are presented in Table 9. Configurations with Sol–Gel anodizing treatment achieved the highest fracture toughness, with an average πΊπΌπΆ of 1.73 N/mm. In contrast, untreated samples had an average πΊπΌπΆ of 0.37 N/mm. Specimens with NaOH/HNO3 treatment yielded a πΊπΌπΆ of 0.73 N/mm, while the ones with P2-etching resulted in πΊπΌπΆ of 0.66 N/mm. Notably, P2-etching and Sol–Gel anodizing configurations exhibited higher repeatability, with average CVs of 4.2% and 7%, respectively. In comparison, untreated samples and those subjected to NaOH/HNO3 etching showed lower repeatability, with average CVs of approximately 40% and 47%, respectively. Fig. 10 provides a visual representation of the surface of both arms after debonding, as well as the lateral fracture morphology observed during the test, for each configuration of GFRP/Cu. In this figure, in Fig. 7. The average πΊπΌπΆ values of both configurations, along with their relative CVs, are presented in Table 8. The unidirectional (UD) GFRP exhibited an average value of 0.86 N/mm for πΊπΌπΆ with a CV of 6%, while the quasi-isotropic (QI) configuration showed an average πΊπΌπΆ of 0.52 N/mm with a CV of 4%. A similar study conducted by [64] reached the same conclusion, finding that unidirectional laminates result in higher πΊπΌπΆ values compared to multidirectional laminates. This difference can be attributed to the higher amount of fiber bridging observed in the unidirectional configuration, which originated not only from the first ply but also involved fiber bridging from adjacent plies near the interface (see Fig. 8a). In contrast, for the quasi-isotropic laminate, fiber bridging primarily arose from the first ply at the interface (see Fig. 8b). 7 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 9. The fracture toughness results of GFRP/Al with different surface treatment on aluminum, a. R-Curve, b. Load–displacement. Table 9 Average πΊπΌπΆ and CV of hybrid GFRP/Al with different surface treatments. πΊπΌπΆ (N/mm) CV (%) Table 10 Average πΊπΌπΆ and CV of hybrid GFRP/Cu with different surface treatments. Without treatment P2-etching NaOH/HNO3 Sol–Gel 0.37 40 0.66 4.2 0.73 47 1.73 7 πΊπΌπΆ (N/mm) CV (%) Without treatment FeCl3 /HCl/Glycerol Sol–Gel 0.26 42 0.12 15 1.8 4 for untreated specimens and NaOH/HNO3 etched samples, two different examples are presented due to lower repeatability, showcasing different possible phenomena. Conversely, for P2-etched and Sol–Gel anodized samples, where there was higher repeatability and similar surface morphology, only one example is shown. Fig. 10a and b display untreated specimens, highlighting different interface phenomena across samples. While the specimen presented in Fig. 10a exhibited poor bonding and straightforward crack propagation, resulting in lower πΊπΌπΆ , the specimen presented in Fig. 10b showed occasional crack jumping and significant fiber bridging, leading to higher πΊπΌπΆ . These differences explain the inconsistent behavior and repeatability observed. Fig. 10c depicts P2-etched specimens with increased fiber bridging and crack jumping, resulting in higher πΊπΌπΆ consistently among treated samples. Fig. 10d and e illustrate NaOH/HNO3 treated specimens, showing mixed results. While one sample had poor bonding at the interface, another showed extensive fiber bridging and crack jumping, contributing to higher πΊπΌπΆ . This variation indicated differences in treatment effectiveness and specimen behavior. Fig. 10f shows the outcomes of Sol–Gel anodizing treatment, highlighting features such as extensive fiber bridging, bifurcation, and widespread crack jumping across the entire surface of treated specimens. A similar fracture mechanism was observed in [65]. This treatment showed superior fracture toughness with more plies involved in failure compared to other treatments, indicating strong bonding between metal and GFRP arm when using this treatment. as well as the lateral fracture morphology observed during the test, for each configuration of GFRP/Cu. Fig. 12a shows that the specimens without treatment exhibited small areas of crack jumping, with the remaining areas showing poor bonding. The lateral view also reveals occasional instances of fiber bridging amidst predominantly straightforward crack propagation. Fig. 12b shows the results of specimens treated with FeCl3 /HCl/Glycerol. From the residual color traces of FeCl3 on the GFRP surface, it is evident that this treatment resulted in the formation of an unstable layer on the copper surface. This instability contributed to the poor bonding. In this configuration, no fiber bridging or other secondary fracture mechanisms were observed. Fig. 12c depicts the results of Sol–Gel anodizing. Widespread crack jumping, fiber bridging, and bifurcation mechanisms across the entire area of the specimen indicate that this treatment created a superior bond between the metal and the composite. Consequently, it offered superior interlaminar fracture toughness by inhibiting crack initiation and propagation. In this particular configuration, when the total fracture toughness exceeded 1.8 N/mm, the metal underwent yielding, dissipating energy on plastic deformation. The fracture toughness continued to increase without stabilization due to metal yielding, the total πΊπΌπΆ value for this treatment was identified as 1.8 N/mm. In terms of repeatability, specimens without treatment exhibited a high CV of 42%, indicating low consistency. In contrast, specimens treated with FeCl3 /HCl/Glycerol had a CV of 15%, while those treated with Sol–Gel demonstrated the highest repeatability with a CV of 4%. 3.3.3. Fracture toughness of GFRP/Cu laminate The R-curve and load–displacement behavior of GFRP/Cu with various surface treatments on the copper are shown in Fig. 11. As illustrated in this figure, different treatments applied to copper alloys markedly affect the shapes of the R-curves and the load–displacement behavior of GFRP/Cu, highlighting varying levels of resistance to crack initiation and propagation at the interface. Based on the observation of the stable part of the R-curve in Fig. 11a (compiled in Table 10), specimens without surface treatment exhibited an average fracture toughness (πΊπΌπΆ ) of 0.26 N/mm. However, the application of FeCl3 /HCl/Glycerol treatment to the copper resulted in a notable reduction of πΊπΌπΆ to 0.12 N/mm compared to the untreated configuration. Conversely, Sol–Gel anodizing of copper significantly enhanced the mode I fracture toughness of the hybrid laminate. Fig. 12 illustrates the surfaces of the copper and GFRP arms after debonding, 3.3.4. Key insights and patterns across treatments In the previous subsections, the impact of various treatments on the surface free energy and surface roughness of aluminum and copper, as well as the interlaminar fracture toughness of GFRP/Al and GFRP/Cu laminates, were discussed in detail. In this subsection, the possible correlations between these parameters are discussed. The total results for the different configurations are shown in Fig. 13. To highlight variations in different parameters within a single image and facilitate comparison, the focus has shifted from absolute surface free energy to considering the ratio of surface energy. This ratio was determined by dividing the surface energy of each treatment by that observed in the benchmark (without treatment) configuration. In general, surface roughness appeared to correlate with interlaminar fracture toughness. However, there was an exception: in the case of P2-etching, the roughness was slightly lower than that without treatment; however, the 8 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 10. The surface morphology of GFRP and aluminum arms of GFRP/Al laminate with different surface treatment on aluminum (left side: aluminum, right side: GFRP), along with the lateral view of delamination propagation: a and b. Without treatment, c. P2-etching, d and e. NaOH/HNO3 treatment, f. Sol–Gel anodizing. Fig. 11. The fracture toughness results of GFRP/Cu with different surface treatment on copper, a. R-Curve, b. Load–displacement. πΊπΌπΆ of P2-etching was approximately 2 times higher than that of the untreated samples. This can be attributed to the fact that both treatments were cleaned with sandpaper, and the P2-based treatment possibly removing some of the surface roughness peaks. For specimens with Sol–Gel treatment, both the surface roughness and interlaminar fracture toughness were the highest in both configurations (GFRP/Al and GFRP/Cu), whereas the surface free energy was lower compared to other treatments. This indicates that surface free energy, which reflects the wettability of the surface, did not correlate with interlaminar fracture toughness. Another example is the FeCl3/HCl/Glycerol treatment, which, despite having the highest surface free energy among copper treatments, exhibited the lowest interlaminar fracture toughness. Although this treatment enhanced wettability, it created an unstable layer on the copper surface. This instability resulted in poor bonding with the GFRP, leading to rapid delamination propagation during the DCB test without fiber bridging, consequently resulting in a low πΊπΌπΆ . This shows that achieving good wettability through metal surface treatment alone does not guarantee strong bonding in hybrid laminates. The stability and strength of the created layer on the metal surface after treatment are also crucial factors. The high mechanical interlocking and chemical bonding, along with the stability of the created layer on the metal surface provided by Sol–Gel anodizing, significantly enhanced the Mode I interlaminar fracture toughness of GFRP/Al and GFRP/Cu composites by inhibiting crack initiation and propagation. The R-curve analysis revealed a substantial increase in fracture toughness from 0.37 N/mm to 1.72 N/mm and from 0.26 N/mm to 1.8 N/mm for GFRP/Al and GFRP/Cu, respectively, in comparison to without treatment configuration. This treatment outperformed other 9 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Fig. 12. The surface morphology of GFRP and copper arms of GFRP/Cu laminate with different surface treatment on copper (left side: copper, right side: GFRP), along with the lateral view of delamination propagation: a. Without treatment, b. FeCl3 /HCl/Glycerol, c. Sol–Gel anodizing. Fig. 13. Comparison of different obtained parameters: a. GFRP/Al, b.GFRP/Cu. chemical treatments such as P2-etching and NaOH/HNO3 etching, and FeCl3 /HCl/Glycerol treatment, underscoring its efficacy in improving the structural integrity of hybrid laminates for structural batteries applications. Furthermore, high repeatability was observed in Sol–Gel anodizing and P2-etching treatments, demonstrating the reliability of these methodologies. In contrast, specimens without treatment and NaOH/HNO3 etching exhibited lower repeatability. It should be noted that the calculated mode I fracture toughness values were often affected by multiple secondary fracture mechanisms such as crack jumping and fiber bridging. Collectively, these factors indicate that the obtained values reflect structural properties rather than purely material properties, especially regarding effective treatments such as Sol–Gel anodizing. Despite achieving consistent interlaminar fracture toughness across different samples with Sol–Gel treatment, these complexities in interlaminar fracture behavior may pose challenges for numerical verification. treatment of copper, despite enhancing surface free energy and thereby improving wettability, resulted in poor bonding with GFRP due to the formation of an unstable layer on the copper surface. These findings underscore that increased metal surface wettability alone does not always guarantee effective bonding with composite laminate. Beside metal surface roughness, stability and strength of the created layer on the surface of metal are also critical factors for achieving robust bonding in hybrid laminates. Sol–Gel anodizing emerged as the best metal treatment, increasing the mode I fracture toughness of GFRP/Al and GFRP/Cu by about five and seven times, respectively, compared to the baseline configurations without treatment. This technique outperformed the chemical treatment methods such as P2-etching, NaOH/HNO3 etching, and FeCl3 /HCl/Glycerol treatment. The remarkable repeatability observed in Sol–Gel anodizing and P2-etching treatments enhanced the reliability of these techniques. In contrast, untreated specimens and NaOH/HNO3 etching presented challenges with lower repeatability, warranting caution when using these methods. 4. Conclusions A comprehensive analysis of GFRP/Al and GFRP/Cu hybrid laminates with varying surface treatments on the metal was presented. Critical parameters such as surface free energy, surface roughness, and Mode I interlaminar fracture toughness were analyzed. The findings revealed that surface roughness of the metal generally correlates with interlaminar fracture toughness of hybrid laminates, although exceptions exist, such as with P2-etching. Sol–Gel treatment resulted in the highest surface roughness and superior interlaminar fracture toughness despite lower surface free energy. Conversely, the FeCl3 /HCl/Glycerol CRediT authorship contribution statement Maryam Niazi: Writing – original draft, Methodology, Formal analysis, Conceptualization. Federico Danzi: Writing – review & editing, Supervision, Formal analysis, Conceptualization. Ricardo Carbas: Validation, Investigation. Pedro P. Camanho: Writing – review & editing, Supervision, Methodology. 10 Composite Structures 349-350 (2024) 118509 M. Niazi et al. Declaration of competing interest [21] Ochoa-Putman C, Vaidya UK. Mechanisms of interfacial adhesion in metal– polymer composites–effect of chemical treatment. Composites A 2011;42(8):906– 15. [22] Park SY, Choi WJ, Choi HS, Kwon H, Kim SH. Recent trends in surface treatment technologies for airframe adhesive bonding processing: a review (1995–2008). J Adhes 2010;86(2):192–221. 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