Analysis of a Toggle Mechanism: Sensitivity to Link Sizes and Compliance Material by Joseph P. Hughes A Project Submitted to the Graduate Faculty of Rensselaer Polytechnic Institute in Partial Fulfillment of the Requirements for the degree of MASTER OF ENGINEERING Major Subject: MECHANICAL ENGINEERING Approved: _________________________________________ Professor Ernesto Gutierrez-Miravete, Project Adviser Rensselaer Polytechnic Institute Hartford, Connecticut August 2012 (For Graduation December 2012) © Copyright 2012 by Joseph P. Hughes All Rights Reserved ii CONTENTS LIST OF TABLES ............................................................................................................ iv LIST OF FIGURES ........................................................................................................... v LIST OF SYMBOLS ........................................................................................................ vi ABSTRACT .................................................................................................................... vii 1. Introduction.................................................................................................................. 1 2. Theory/Methodology ................................................................................................... 4 2.1 2.2 Linkage Stress Evaluation .................................Error! Bookmark not defined. 2.1.1 Effect of Link Length on Stress within the Linkage .............................. 8 2.1.2 Effect of Compliant Material Choice on Stress within the Linkage ...... 8 Methodology Used during the Finite Element Analysis (FEA) ......................... 9 2.2.1 Model Used during Analysis .................Error! Bookmark not defined. 2.2.2 Element Choice for the Evaluations ..................................................... 12 3. Results and Discussion .............................................................................................. 14 3.1 Baseline Evaluation of the Toggle Mechanism ................................................ 14 3.2 Toggle Mechanism Sensitivity to Linkage Length ........................................... 16 3.3 Toggle Mechanism Sensitivity to the Compliant Material Choice .................. 18 4. Conclusion ................................................................................................................. 20 References........................................................................................................................ 21 Appendix.......................................................................................................................... 22 iii LIST OF TABLES iv LIST OF FIGURES Figure 1: Toggle Mechanism [Reference (1)] .................................................................. 1 Figure 2: Finite Element Analysis Components ............................................................. 12 Figure 3: Boundary Conditions for Linkage ................................................................... 12 Figure 4: Linkage Modeled and Meshed in ABAQUS .................................................. 14 Figure 5: Stress of Element 618 during the travel of the linkage (baseline) .................. 15 Figure 6: Location of Element 618 ................................................................................. 15 Figure 7 : Stress in Linkage at the Toggle Location of the Linkage (toggle location was enlarged to show more detail).................................................................................. 16 Figure 8: Stress levels within Element 618 throughout the travel of the linkage (with 0.005 in shorter links) .............................................................................................. 17 Figure 9: Stress distribution within linkage as it passes through toggle......................... 18 Figure 10: Stress within Element 618 throughout the travel of the linkage (with BeCu compliant material) .................................................................................................. 19 Figure 11: Stress within linkage as it passes through toggle with BeCu stop ................ 19 v LIST OF SYMBOLS πΏ – Length of the links π» – Height of the links π‘ – Thickness of the links πΏππππππππ‘ – Distance between the end points of the links πΏπππππππ πππ – Compression of each link πππππ – Strain within each link Ε – Modulus of Elasticity πΈππππ – Modulus of Elasticity of link π – Engineering stress πππππ – Engineering stress of link ππ¦ππππ – Allowable yield stress of the link π – Engineering strain πππππ – Engineering strain of link πΉ – Force πΉππππ – Force within the link π΄ – Area π΄πππ – Area pin ππππ – Diameter of pin πΏπππ€ – New length of the link ππππ – Shear stress within the pin ππππππ€ππππ – Allowable shear stress within the pin vi ABSTRACT Toggle mechanisms are commonly used within linkages in order to lock their position. These mechanisms do this by passing through a “toggle” point where any force into the linkage would cause the linkage to maintain its position. While passing through the “toggle” point, there is a great deal of stress applied to the links. The purpose of this investigation was to evaluate the impact that a change in length of the links or change in the choice of material for the compliant element within the linkage has on the stress within the linkage. It was found that a small decrease in the length of the links resulted in a large decrease in the stress within the linkage. Additionally, it was found that the addition of a compliant material to the linkage also resulted in a reduction of stress within the linkage. However, the compliant material did not reduce the stresses as much as the reduction in length of the linkage. The sensitivity of the stress within the linkage to small variations within the length of the links is the reason that many toggle mechanisms, such as those used in pliers come with an adjustable component that can account for any variations that may occur during manufacturing. vii 1. Introduction Toggle mechanisms are commonly used within linkages and serve many purposes. These purposes include: transferring rotational motion into linear motion, magnify input loads (due to the mechanical advantage that a toggle mechanism affords), and locking the position of a linkage. In all of these applications, the links within a toggle mechanism experience a great deal of stress, especially when used to lock the position of a linkage. As the toggle mechanism passes through the toggle position each of the links are compressed creating a large amount of stress within the link. Figure 1 provides an illustration of the toggle mechanism used throughout this evaluation. Figure 1: Toggle Mechanism Figure 2 shows the components that comprise the toggle mechanism. This mechanism consists of two links, a slide, a stop, and three connecting pins. The two links are able to rotate about their connecting pins and the slide allows translational movement (left to right as shown in Figure 2) until it contacts the stop which resists any additional translational movement. Figure 2: Components within Linkage 1 Figure 3: Linkage movement from given displacement During this evaluation, the pin is pushed vertically down forcing the other two links to rotate about their endpoints and the slide to translate towards the right (as pictured in Figure 3). When the pin is pushed a sufficient distance, such that the adjacent links are aligned, the mechanism is said to be at its “toggle” point (see Figure 4). At this position the components within the linkage have experienced their greatest compression and therefore their greatest amount of load. As the mechanism passes this point, it is said to travel “over-toggle” (see Figure 5), and the stress within the linkage begins to dissipate. Often this “over-toggle” position is used, in conjunction with a hard stop for the links, to lock a linkage in place as any forces from the outside pins would force the force the middle pin further down and into the potential hard stop. Additionally, because of the large forces experienced within a toggle mechanism, there is a component that is compliant and takes some of the stress created by the interference between the links as they pass into the over-toggle position. Additionally, the compliant material also provides a constant force back into the linkage helping lock it into the over-toggle position. Figure 4: Toggle mechanism at "toggle" point 2 Figure 5: Toggle mechanism in "over-toggle" position This evaluation examines the stress within the linkage as it passes through the toggle position specifically the impact that the linkage lengths (links 1 and 2) and material choice for the compliant element within the linkage have on the stress levels within the linkage. This analysis consists of the three steps: 1) establishing a baseline linkage and evaluate the stress in the linkage as it passes through the toggle point, 2) evaluating the impact of the length of the links, and 3) evaluating the impact of the spring rate of the compliant element of the system. The first evaluation will establish a baseline stress level in order to evaluate the two changes to the linkage (length of links and compliant material choice). The next two evaluations are performed in isolation to each other. In other words, the baseline model is used and only the length of the links is altered and conversely when the compliant material choice is evaluated it too is the only change from the baseline model. This way the two variables can be evaluated independently and compared back to the same baseline to compare the severity of the impact each component has on the stress values within the linkage. The linkage length was chosen as a variable to evaluate as machining tolerances are used on components during manufacturing. This evaluation will determine the impact of those machining tolerances on the stress levels within the linkage. When designing a toggle mechanism, the designer may choose to utilize a compliant material to reduce the force within the links as it passes the toggle point or, in the case of table top clamps, to hold a component for machining without damaging the component. It is important to know how much of an impact that this choice of compliant material has on the stress levels within the linkage. 3 2. Theory/Methodology 2.1 Kinematic Relationship within Linkage A toggle mechanism is a type of linkage, a connection of links able to transmit motion and forces. As such, its motion is governed by kinematic and linkage theory. The toggle mechanism used throughout this evaluation is limited to planar motion, meaning all motion within the linkage (rotational or translational) occur within the same plane. A link in planar motion has three degrees of freedom (see Figure 6), however, when it is added to other links within a linkage, some of these degrees of freedom are constrained. Figure 7 illustrates the allowable degrees of freedom for each of the joints within the linkage. This linkage consists of three links in total (four including the ground), three revolute and one prismatic joint. A revolute linkage is one that is allowed only the angular degree of freedom. A prismatic link is one that is allowed to slide along one degree of freedom. Using this information it is possible to theoretically determine the degrees of freedom that the linkage has using the Gruebler and Kutzbach equation []. This equation evaluates the mobility of the linkage based on the number of links (including the ground link) and the number of joints allowing one degree of freedom and the number of joints allowing two degrees of freedom. All of the joints within this linkage allow only one degree of freedom. Figure 6: Degrees of freedom of a planar link 4 Figure 7: Degrees of freedom within the linkage Gruebler and Kutzbach Equation: m = mobility of the linkage n = number of links within the linkage J1 = one degree of freedom joints J2 – two degree of freedom joints m ο½ 3(n ο 1) ο 2 J 1 ο J 2 m ο½ 3(4 ο 1) ο 2(4) ο 0 m ο½1 Therefore, this linkage has only one degree of freedom. Upon review of the linkage, this result makes sense as the linkage is driven off of the motion of one of the links. It is important to understand the travel of the linkage and kinematic relationship between each link within the linkage to understand how the linkage moves and there by be able to calculate how the forces will be transmitted through the linkage. The kinematic relationship between the position of the slide and the angular position of link 1 is shown in Figure 8 and calculated by the following equation; where “L” is the length of each link and “α” is the ο¨Llink1 ο« Llink2 ο© ο΄ cos(ο‘ ) ο« Lslide . angular position of the link (see Figure 8): This equation allows the designer to evaluate a correct placement of the stop in the linkage. When the linkage is at its toggle point α = 0 and therefore the distance to the end of the slide is the sum of the lengths of each component. Any difference in this sum of the component lengths and the distance between the leftmost pin and the left face of the stop would be accounted for in deflection of the links. Knowing this information, one is able to calculate the force within the linkage and stress within the linkage using basic principles of strength of materials. Therefore, knowing the allowable stress within the components in the linkage, the stop can be 5 placed such that the forces within the linkage from contact with the stop will not exceed the limits of the material. Figure 8 provides a representation of the linkage that will be used throughout this section to discuss the methodology behind the calculation. Link 1 is represented by the black line, link 2 by the red line, the slide by the green line, and the stop by the black block. Figure 8: Linkage representation 2.2 Evaluation of the Linkage The theory behind the analysis of the toggle mechanism is based off of basic principles of strength of materials. As stated before, this evaluation is broken into three steps: 1) establishing a baseline linkage and evaluate the stress in the linkage as it passes through the toggle point, 2) evaluating the impact of the length of the links, and 3) evaluating the impact of the spring rate of the compliant element of the system. The theory behind each of the steps of the analysis is the same. However, the impact that each of the changes (link length and compliant element material choice) will be discussed as it relates to the theory behind the analysis in sections 2.2.1 and 2.2.2. The linkage representation provided in Figure 8 will be used throughout this discussion. For this discussion each of the links will be modeled as a beam element with the general stiffness of k = AE and all deflection in the linkage is due to compressive loading (any bending L will be ignored). Ignoring bending for this discussion is a valid assumption as the links are not expected to experience significant bending during the linkage movement. The mechanism is close to its toggle point (with the link all aligned) when the majority of the loading occurs and therefore the driving stress will be compression. 6 Additionally, during this discussion the pins are not individually accounted for, assuming instead that they act within the stiffness of each of the links. The forces between the links will then be used to evaluate the stress within the pins. Each of the links (and stop) within this mechanism can be treated as a spring where: πΉπ = −ππ ππ ππ = π΄π πΈπ πΏπ π΄π = π€π × βπ Where i is 1 for link 1, 2 for link 2, 3 for the slide, and 4 for the stop and π€π is the width of each link and βπ is the height of each link. The total length of the linkages (Ltotal) less the length between the left pin of link 1 and the right side of the stop (Lavailable) is the total deflection within the linkage (δlinkage). 4 πΏπ‘ππ‘ππ = ∑ πΏπ π=1 4 ππππππππ = πΏππ£πππππππ − πΏπ‘ππ‘ππ = ∑ ππ π=1 As shown in the force diagram, provided in FIGRUE, all forces within the linkage are equal. This means that the ππ for each link will also be equal. As each link is made from the same material and therefore has the same E, the E can be dropped from each equation resulting in: π΄1 π΄2 π΄3 π΄4 π1 = π2 = π3 = π πΏ1 πΏ2 πΏ3 πΏ4 4 Solving each equation for ππ in terms of π1 results in: 4 πΏππ£πππππππ − πΏπ‘ππ‘ππ π΄1 πΏπ = − (π1 + π1 × ∑ ) πΏ1 π΄π π=1 Once π1 is calculated, one can readily find πΉ1 which, as previously discussed, is equal to πΉπ . The deflection of each of the links is then easily calculated with the force in each link and the equations provided herein. The stress within each of the links is then 7 calculated using the following equation and compared to the yield strength of the material (ππ¦ππππ ). σ= πΉπ π΄π The force from the links is transferred into pure double shear loading on the pins (as assumed due to tight connection of links), therefore: π × ππππ 4 πΉπ = 2 × π΄πππ π΄πππ = ππππ Additionally, in accordance with the maximum distortion energy theorem, the allowable stress for the pin in a pure shear loading case is not the full yield strength of the material but: ππππππ€ππππ = 0.577 × ππ¦ππππ 2.2.1 Effect of Link Length on Stress within the Linkage The increase in the length of link 1 and link 2 within the linkage will decrease the stiffness of each of these links, which for the same deflection, would lower the force in the link. However, the increase in length of the link would increase the overall deflection required in the linkage. The increase in deflection will have a larger impact on the stresses within the linkage than the reduction in stiffness and therefore it is expected that the forces and stresses within the linkage will increase with the increase in linkage length. INSERT LINKAGE PICTURE SHOWING ADDITIONAL DEFLECTION 2.2.2 Effect of Compliant Material Choice on Stress within the Linkage The addition of a compliant material will change the Elastic Modulus of the stop (link 4 in the evaluation). Therefore, πΈπ cannot be readily canceled during the calculation. As a result the equations will now look like: πΈ1 π΄1 πΈ2 π΄2 πΈ3 π΄3 πΈ4 π΄4 π1 = π2 = π3 = π πΏ1 πΏ2 πΏ3 πΏ4 4 Solving each equation for ππ in terms of π1 results in: 8 4 πΏππ£πππππππ − πΏπ‘ππ‘ππ πΈ1 π΄1 πΈπ πΏπ = − (π1 + π1 × ∑ ) πΏ1 π΄π π=1 This adds an amount of difficulty to the analysis, especially if a rubber like material is utilized. Rubber material tends to be non-linear in nature, depending on the shape of the component, more specifically its shape factor, and the amount of compression of the material. Therefore, non-linear material does not lend itself to a single E value (or stiffness, k value). The shape factor compares the bulge area (or free area) of rubber components to the loaded area. Simply speaking the more bulge area that is allotted for a given load area, the “softer” or more compliant the material will be. The reduction in stiffness of this member means that it will be taking more deflection than the links will. This will overall reduce the amount of load carried through the links. INSERT PICTURE THAT SHOWS MORE DEFLECTION ON STOP 2.3 Methodology Used during the Finite Element Analysis (FEA) The following provides a discussion of the methodology used throughout the analysis of the toggle mechanism. First a brief discussion on the geometry of the components within the linkage is provided, along with a discussion on the methodologies used to apply boundary conditions and ensure proper behavior between links during travel. Then a discussion is provided on how the analysis was performed, what element type was used, and what variables within the analysis were investigated. 2.3.1 Geometry of Components A single linkage model is used for both sensitivity analyses (linkage length and compliant material choice). The model was built within the ABAQUS program using their sketching functions as the geometry of the linkage was simple. As shown in Figure 2, the linkage is made of up two links, a slide, a stop, and connecting pins. FIGURES provide a detailed sketch of each of the links within the toggle mechanism. It should be noted that the pins were not explicitly modeled for the analysis. Instead a built in hinge connector function within ABAQUS was used for the pins. This is discussed further in Section 2.3.3. 9 2.3.2 Meshing Techniques 2.3.3 Assembly of Mechanism 2.3.4 Loading The pins were not explicitly modeled for the analysis, however, a built in connector function of ABAQUS, called a hinge connection, was used to simulate this component. This function allows the links to rotate as they would with a pin without having to model the contact between the pin and the links. This step saves computational time and helps the model to more easily converge. This hinge connection can also be setup to provide the force on the hinge such that secondary analysis can be performed on the pin to ensure its adequacy. As shown in FIGURE, link 1 was modeled so that it was able to rotate about its end without allowing any translational movement. The slide was modeled to allow only translational movement (right to left as depicted in FIGURE) while restricting any vertical, translational into the page, or rotational motion. The back of the stop is completely fixed, not allowing any translational or rotational movement. Figure 10 provides the boundary conditions used throughout the analysis. Pins connect the two links and the slide. Link 1 is only allowed to rotate about the pin on the left. The slide is allowed to translate right and left (as shown in Figure 10) but not allowed to move up and down or to twist in any direction. The stop is completely fixed and is set a certain distance from the slide in order to impart the force in the linkage as it passes through the “over-toggle” position. The purpose of this analysis was to investigate the stress within the links of the linkage due to the changes to the linkage (length of the links and compliant material choice). In order to save computational time, the pin was not modeled for the left side of link 1 (as shown in Figure 10) but an end constraint was used to simulate the pin. 10 2.3.4.1 Linkage Length Sensitivity Study The geometry was created, meshed, and analyzed within the ABAQUS Standard (implicit) solver as a static problem. For the sensitivity study on the stress within each link due to the increased length of the links, all components, including the stop, were assumed to be made from the same material. During the analysis, the lengths of links 1 and 2, shown in Figure 9, were altered to evaluate the impact. The length changes used within the study were machining tolerances typically used during the design of machinery components (+/0.005”). This change in length can be expected on a machined component. The analysis would determine the nominal stress in the linkage due to the expected interference between the links as they pass into the “over-toggle” position. This baseline of the nominal condition is then compared to the stress values within the links when each is lengthened (or shortened) by 0.005”. 2.3.4.2 Compliant Material Sensitivity Study For the sensitivity study to determine the impact of a compliant material within the linkage on the stress within the links, each analysis was completed with links of the same length. The FEA was run with different materials used for the stop component. The baseline for this study is the same as the baseline used in section 2.2.1.1. The stop for the baseline was made from a steel material. From there, Beryllium Copper, urethane, and natural rubber were all evaluated as potential materials used for stops within the toggle mechanism. Material models were developed for urethane and natural rubber so that they could be modeled within the FEA with a degree of accuracy. These non-metallic materials do not behave linearly and are dependent on factors like the bulge area of the stop (shape factor) and the amount of compression of the material. Therefore, the behavior of each of these materials (urethane and natural rubber) were estimated by a model created from data points of known performance of each material based upon the shape of the stop and the amount of compression expected. 11 Link Link Slide Stop Figure 9: Finite Element Analysis Components Link Link Slide Stop Figure 10: Boundary Conditions for Linkage 2.3.5 Element Choice for the Evaluations During the evaluations, the model used for the evaluation of the linkage was comprised of linear brick elements with incompatible modes. These elements, according to the 12 ABAQUS1 instruction manuals, are good general-purpose elements, which for linear elements, are particularly adept at evaluating bending. Additionally, because they are linear elements they are lower cost elements computationally, compared with the higher order elements. 1 ABAQUS Instructional Manual Section 3.2 13 3. Results and Discussion The following section of this report discusses the results of the analysis and provides a discussion of the impact of linkage length and complaint material on a toggle mechanism. Figure 11: Linkage Modeled and Meshed in ABAQUS 3.1 Baseline Evaluation of the Toggle Mechanism The baseline evaluation model used the same material (steel) for each component of the linkage. The two links (link 1 and link 2) were of their nominal lengths (2.255 in.). Figure 12 provides the von Mises stress calculated at element 618 (shown in Figure 13) throughout the travel of the linkage. At the toggle point of the travel in the linkage (shown in Figure 14) the maximum stress within the links (located at the pin) is 100 ksi. This value is in excess of the yield strength of the steel material used within the linkage which has a typical yield strength of approximately 50 ksi. This was used for the remainder of this analysis and will be re-evaluated prior to final submittal of the report. 14 Figure 12: Stress of Element 618 during the travel of the linkage (baseline) Element 618 Slide Link 1 to Link 2 Connector Pin Figure 13: Location of Element 618 15 Stop Figure 14 : Stress in Linkage at the Toggle Location of the Linkage (toggle location was enlarged to show more detail) These results from the baseline evaluation will provide the basis for the evaluation of the impact of the increase in linkage length and choice of compliant material on the stress levels within the linkage. As discussed above, the stress values obtained from the initial evaluations far exceed the yield strengths of the material used for the evaluation. The analysis for this portion of the evaluation is currently being re-run. However, the results from the following evaluations should still be able to indicate the trends in change of stress within the linkage, though their exact stress levels will not be the same as the final submittal. 3.2 Toggle Mechanism Sensitivity to Linkage Length To evaluate the impact that the change in length of the two links within the linkage has on the stress levels within the linkage, the length of each link was decreased by 0.005 in (each link was then 2.25 in in length) and the evaluation was repeated. The value of 0.005 in was utilized, as it is a common machining tolerance that is used for links of this size. The peak stress levels noted within the linkage were shown to be 23 ksi. This is a reduction of approximately 80% in peak stress from a reduction of 0.005 in (0.010 in in total) from the links. The small reduction in length of the links significantly reduces the amount that each of the links is required to compress to pass through the toggle position of the linkage. Additional studies are planned to try smaller increments in reduction of 16 length of the links within the linkage to determine the effect of a smaller variation. A table of results from the several analyses run will then be provided herein to summarize the impact of linkage length to stress levels within the linkage. Figure 15: Stress levels within Element 618 throughout the travel of the linkage (with 0.005 in shorter links) 17 Figure 16: Stress distribution within linkage as it passes through toggle 3.3 Toggle Mechanism Sensitivity to the Compliant Material Choice To evaluate the impact that the compliant material choice has on the stress levels within the linkage, the material of the stop was varied and the evaluation was repeated. The initial material choice for the stop within the linkage was steel for the baseline condition as documented herein. The first variation from that material choice was the use of Beryllium Copper (BeCu). BeCu was chosen because it is often used as a spring material due to its high tensile strength and good ductility. When this material is added into the system with the same original link lengths (2.255 in), the peak stress levels noted within the linkage were shown to be 93 ksi. This is a reduction of approximately 7% in peak stress. This is a small reduction compared to the drop in stress resulting from the reduction in length of the links within the linkage. This material was one of the stiffer materials to be tested. Neoprene and natural rubber material models are still being developed and are likely to have a greater impact on the stresses within the system. 18 Figure 17: Stress within Element 618 throughout the travel of the linkage (with BeCu compliant material) Figure 18: Stress within linkage as it passes through toggle with BeCu stop 19 4. Conclusion General conclusions can be made from the data that has been gathered from the evaluation thus far, with the understanding that the magnitude of the impact each of the changes has may be different when the evaluation has been completed. Both the reduction of length of the links and the change in material properties for the stop reduces the stresses within the linkage. Each of these changes reduces the amount that the links within the linkage are required to compress in order to pass the toggle position. The change in linkage length had a larger impact on the reduction of the stress levels as it was able to have reduce the compression of the links. The change in compliant material reduces the stress within the linkage as it requires less force to pass through the toggle position as it is able to compress the stop more as the compliant material is less stiff. However, this additional compression of the stop is less than the reduction in the length of the links. 20 References (1) DE-STA-CO, Manual Clamps; Monday July 2, 2012, http://www.mjvail.com/destaco/intropage3.html (2) Avallone, Eugene; Baumelster, Theodore; Sadegh, Al; Mark’s Standard Handbook for Mechanical Engineers; McGraw Hill; dated November 2006 (3) Oberg; McCauley, Christopher; Ryffel, Henry; Holbrook Horton; Jones, Franklin; Machinery’s Handbook 28th Edition, Industrial Press, Inc.; dated February 2008 (4) Tso, Rei-Lum; The Kinematic Synthesis of Toggle Clamps, American Society of Mechanical Engineers; Volume 120, August 1998; Pages 648-655 21 Appendix Appendices will be added after the finite element analysis is completed. 22 i