Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Introduction Composites have found their place in aerospace and in the sporting goods industry, where they have displaced many metal applications. The replacement of metal by composite directly has major pitfalls. When an isotropic metal is replaced by an orthotropic system, care must be taken to include biased material to overcome the weakness (resin matrix) in the transverse direction thus adding more weight. This Achilles Heel (resin) is aggravated by the operating environment of moisture and temperature causing a major degradation in strength. 1 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Differences Between Metals and Composites CONDITION COMPOSITE BEHAVIOR RELATIVE TO METALS Load –Strain Relationship More Linear Strain to Failure Notch Sensitivity: Static Greater Sensitivity Fatigue Less Sensitivity Transverse Properties Variability in Mechanical Properties Sensitivity to Hygrothermal Environment Damage Growth Mechanism Weaker Higher Greater In-Plane Delamination Instead of ThroughThickness Cracks 2 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Elevated temperature and moisture reduce the material operational limits. 3 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Degradation of S-Glass/Epoxy Tape 4 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses = 50oF Ref. MIL. HNDBK. 17 5 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses 6 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses 7 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses 8 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses In a multidirectional laminate, the stiff fibers in adjacent plies will not let much contraction or swelling take place. Therefore... due to matrix contraction. due to matrix expansion. 9 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Any moisture absorbed into the resin causes each ply to try to swell in the 2-direction. Fiber Direction 10 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses At any temperature below the cure temperature, each ply in a laminate wants to contract in the 2-direction. Built-in thermal stresses resulting from post cure cool-down to room temperature must be considered in the structural analysis. Fiber Direction 11 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Damage Tolerance Overview - Life Criteria Non-Detectable Damage Detectable Damage 12 Application of Advanced Composites to Helicopter Structures Kt Strengths and Weaknesses Under static loading, composites have a higher notch sensitivity than metals. 13 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Under fatigue loading, composites have a lower notch sensitivity than metals. 14 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Composites must be protected against service environment. Exposure to Fluids Effect is accommodated by reduced design allowables. Apply conventional (polyurethane) finishes. Abrasion and Rain Erosion 15 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Composites must be protected against service environment. Heat Absorption Lightning Strike and P-Static 16 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Composites must be protected against galvanic corrosion. BMS 5095 is Boeing Material Specification for sealant. Ref. Only. 17 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Structural Composites Property Definition 18 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Mathematicians have “saved the day.” MATERIAL PROPERTIES AND LAMINATE ANALYSIS THEORY There is an infinite number of combinations of material form (tape and fabric), lamina ply orientation to the reference axis (X) of the part, reinforcing fiber, ply stacking sequence, etc., from which the designer can select to best fit his need for strength, stiffness, weight, damage tolerance, and/or endurance of the resulting laminate. Having determined the physical properties of the lamina by test, the calculation of the properties and performance of the final laminate is very complex and cannot be achieved without a computer. The alternative was to build and test the actual laminate and still is the best way, but $$$…$. 19 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Materials Properties and Laminate Analysis Theory Physical Properties include ply (laminae) modulus, thickness, matrix/fiber fraction, and weight. These properties are used with laminated plate theory to derive laminate moduli, Poisson’s ratios, and thermal expansion coefficients. Laminated plate theory is presented. Carpet plots providing laminate moduli have been verified by tests of selected multi-directional layups. Material Properties constitute the second category of structural composite properties. Included are strain and stress statistical average B-basis values. Both unnotched and notched material values are provided. Structural Design Allowables are the third category of structural composite properties. This information is to be used for the design and analysis of all structures. Structural design allowables are not the same as material strengths, and the two categories should not be used interchangeably. The structural design allowables are discussed in detail in Section 4 of this presentation. Design allowables include all knock-down factors required to accommodate statistical variations and losses due to manufacturing defects and the environment. 20 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses The analysis for continuous fiber-reinforced, laminated composites differs from that of metals because:- a. The directionality of composite materials results in different material properties with orientation. b. Ply stacking sequence (position) and ply orientation can also affect material properties, such as flexural stiffness and thermal stresses. c. A major shift in emphasis from stress to strain is required for composite analysis; strain is assumed constant and/or linear through the thickness while stress varies from ply orientation. d. Need to analyze each ply, each fiber direction in each ply, and examine principle shear strain in each ply. 21 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Analyses of laminated composites utilize two types of mathematical models to define material behavior: Micromechanics models the interaction of constituent materials within a composite, i.e., the fiber and matrix, to define composite expected performance. Macromechanics ignores the fiber-matrix behavior and models the individual lamina (plies) as thin homogeneous orthotropic media in a state of plane stress or strain. 22 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Classical Laminated Plate Theory The basis for the majority of analysis methods for laminated composite materials is classical laminate theory for thin plates (Kirchhoff’s thin plate hypothesis applies). The basic building block in lamination theory is the individual lamina in a state of plane stress. The following basic steps are used to establish laminate properties from lamina (ply) properties. 1. Establish the lamina (ply) properties on the ply axis directions (1, 2, and 3) for each lamina. The constituent properties required are E 11, E22, G12, 12, 1, and 2. 2. Determine the lamina (ply) elastic stiffness and compliance (relationship) matrices of stiffness [C] or [Q] and compliance [S] in the ply axes (1, 2 and 3) based on the properties in Step 1. 3. Determine the lamina (ply) properties transformed to the laminate axes (x, y, and z) using the transformation matrix [T]. The transformed lamina properties are the matrix functions [C] and [S]. 4. Stack the lamina properties (summed over the laminate thickness) and determine the laminate extensional stiffness [A], coupling [B], and flexural stiffness [D] matrices, and on the laminate axes (x, y, and z). 5. Determine the laminate compliance relationships by inverting the stiffness matrix for extension [A’], coupling [B’], and flexural stiffness [D’] on the laminate axes (x, y and z). 6. Determine the derived laminate properties E x, Ey, Gxy, xy, x, and y on the laminate axes (x, y and z). 23 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Establishing Lamina (Ply) Properties Composite materials are treated in the analysis of mechanical stress and strain states in a parallel manner to metals. There are, however, four basic material constitutive constants (E1, E2, G12, ) required rather than two (E, ) for isotropic metals. The added properties reflect the large differences in elastic properties parallel and perpendicular to the fiber. 24 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Work in strain instead of stress. Strain Stress P P/S(E*A) e*Elamina 25 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Work in strain instead of stress. Ei= Strain Stress ei*Elamina 26 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Lamina Ply 1, 2, 3 Coordinate System 27 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Ply X, Y, Z Coordinate System 28 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Theory for An Orthotropic (Different) Properties in Material Lamina All Directions - 2-D transpose transpose 29 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses 3-D Lamina Analysis 0 0 0 0 0 0 21 21 21 30 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Compliance 31 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses For An Isotropic Material (Homogeneous Metal) NOTE THAT FOR AN ISOTROPIC MATERIAL (SAME PROPERTIES IN ALL DIRECTIONS) i.e. E1 E 2 E3 E , 1 E 1 E 2 3 E 23 0 31 12 0 0 G13 G31 G12 G , E 1 E E E E 1 E 0 0 0 0 0 0 0 0 0 1 G 0 0 0 1 G 0 0 0 0 21 31 32 0 0 1 2 0 3 0 1 2 0 3 1 G G E 2(1 ) OR 1 1 2 2 S11 S1 G E E EXAMPLE: FOR A LOAD(σ 1 ) IN T HE(1) DIRECT IONONLY I.E. 2 3 23 31 12 0 1 1 e 1 S11 * 1 2 * 1 or 2 1 S12 * 1 E S * 3 13 3 3 * E 0, since 0 1 2 3 WHICH AGREES WITH SIMPLE TENSION THEORY 32 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Stiffness Matrix (Inverted Compliance Matrix ) 33 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Stiffness Matrix Applied to Isotropic Metals and )(1-2)] then the terms in the stiffness (C) If V =1/[(1+ matrix are: Normal Stiffnesses:alone) Couplings:- C11=C22=C33=(1- )*V*E (not E C12=C13=C23=( )*V*E Shear Stiffnesses:- C44=C55=C66=G=E/2(1- ) FOR ALUMINUM =1/3 V=1/(4/3*1/3)=9/4 C11=C22=C33=(1-)*V*E =2/3*9/4*E =3/2*E = C11 C12=C13=C23=()*V*E =1/3*9/4*E =3/4*E = C12 C44=C55=C66=G=E/2(1-** C44 NOTE: C11=C22=C33=3/2*10.5E06 =15.75E06lb/in^2 NOT=E C12=C13=C23= 1/2* C11 = 7.87E06 lb/in^2 C 44=C55=C66= 1/4* C11 =G = 3.94E06 lb/in^2 34 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Analysis LAMINATE ANALYSIS We have represented the material by an [S] matrix of compliance coefficients for each of the three mutually orthogonal directions [1, 2, and 3]. A laminate is made up of layers (lamina), each oriented in different directions relative to the common reference axes [x, y and z] of the laminate. The next step is to transform the lamina matrices so that their coefficients apply in the laminate axes system. q = 45o q = 0o q = -45o A simplification can be applied by assuming that the out-of-plane stresses are neglible, i.e., 3 = 0, 23 = 0 and 31 = 0. 35 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Analysis LAMINATE ANALYSIS (continued) This reduces each of the [6 x 6] compliance and stiffness matrices to [3 x 3]’s. For each lamina in the laminate: THSARTHBASICBUILDINGBLOCKSFORTH CLASSICALLAMINATANALYSIS. 36 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Transformation Matrix 37 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Stress Strain Relationship STRESS-STRAIN RELATIONSHIP FOR EACH LAMINA 38 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Properties from Lamina Properties We have transformed the ply lamina characteristics in the [1,2] system into the laminate axes [x, y] system. So now we can build up the laminate by stacking one upon the other, and assuming that the laminate is loaded, the resultant forces acting on the laminate can be obtained by integrating the lamina stresses through the laminate thickness. The resulting form is: [A]= Extensional Stiffness Matrix [B]= Bending Coupling Matrix [D]= Bending Stiffness Matrix 39 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Composite Analysis Flow Diagram 40 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Comparison Between Engineering Constants of Angle-Ply and Unidirectional Composite Lamina Lamina Laminate 41 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Inplane Stiffness and Strength 42 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Bending Behavior STIFFER STIFF 43 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses So far, we have considered one class of laminates. Symmetric Balanced Laminate 44 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Unbalanced Laminates Unbalanced and Nonsymmetric Laminates Result In Warping 45 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Unbalanced laminates shear when you pull on them. 46 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Unsymmetric laminates bend when you pull on them. 47 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Bending 48 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Curvature 49 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Coupling 50 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Average Tensile Modulus (Ex) 51 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Laminate Average Shear Modulus (Gxy) 52 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Thermal Expansion Coefficient TYPICAL RANGE USED 53 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses GENLAM “Composites Design”, by Stephen W. Tsai, published by Think Composites, P.O. Box 581, Dayton, Ohio 45419, Telephone: (513) 429-4594 Explains the complicated processes in laminate analysis in great detail. With the book, comes the “GENLAM” software. GENLAM is a through-the-thickness point stress analysis that computes the strength and thickness of unsymmetric hybrid laminates subject to complex in-plane mechanical and hygrothermal loads. 54 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses The absorption of moisture by the matrix is the major environmental hazard to composite strength. 55 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Absorption of Moisture With Time Saturation Saturation (Epoxy Matrix) F/G 3% by Wt. Gr 2% by Wt. K49 4% by Wt. 56 Application of Advanced Composites to Helicopter Structures Strengths and Weaknesses Equilibrium Moisture Content as a Function of Relative Humidity for AS/3501-6 57