A FE Modeling and Validation of Vehicle Rubber Mount Preloading and Impact Response

Similar documents
9 th International LS-DYNA Users Conference 2006

Finite element modeling of impact strength of laser welds for automotive applications

Application of Crack Propagation Simulation of Windshield to Roof Strength Analysis

Estimate the endurance strength in MPa if the rod is used in rotating bending.

Endurance testing and FE analysis of four wheeler automobile stabilizer bar

Evaluation of Characteristics and Useful Life of Rubber Spring for Railway Vehicle

Evaluation of the bi-phase composites failure model for finite element impact analyses of loaded plates

Experimental and Numerical Analysis of Negative Spring back in Interstitial Free (IF) Steel

Numerical simulation of wood filled impact limiter with LS-DYNA

A new test procedure to validate dynamic tensile mechanical properties of sheet metals and alloys in light weight automotive crash applications

SPOT WELD MODELING WITH IMPLEMENTED RUPTURE CRITERIA

Structural Behavior of Timber Aluminum Composite Beams Under Impact Loads. Samoel M. Saleh, Nabeel A. Jasim

FINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS

COVER SHEET. Title: Component-Based Element of Beam Local Buckling Adjacent to Connections in Fire. Authors: Guan Quan Shan-Shan Huang Ian Burgess

Modelling of the failure behaviour of windscreens and component tests

Council on Tall Buildings

Nonlinear Finite Element Modeling & Simulation

Flexural Behavior of Casing Joint of Square Steel Tube

Effect of Loading Level and Span Length on Critical Buckling Load

Conception, Design and Development of a Test Bench for the Automotive Industry Intercoolers

Dynamic Stability of Elastomeric Bearings at Large Displacement

To have a clear idea about what really happened and to prevent the

Comparison of Chevron and Suspended Zipper Braced Steel Frames

An example of finite element modelling of progressive collapse

Comparison of Energy Absorption Characteristics of Thermoplastic Composites, Steel and Aluminum in High-Speed Crush Testing of U-Beams

Material Failure Approaches for Ultra High strength Steel

Progressive Collapse Assessment of RC Structures under Instantaneous and Gradual Removal of Columns

Page 1 of 46 Exam 1. Exam 1 Past Exam Problems without Solutions NAME: Given Formulae: Law of Cosines: C. Law of Sines:

Vibration Control SCHWINGMETALL. The Original Rubber-To-Metal Bonding from ContiTech

FULL SCALE TESTS ON BOLTED BEAM-TO-BEAM END-PLATE

THE EFFECT OF FORMING ON THE CRASHWORTHINESS OF VEHICLES WITH HYDROFORMED FRAME SIDERAILS

Mechanical behavior and design method of weld-free steel structure with knee brace damper using square tube column

Authors: Correspondence: ABSTRACT:

Towards Design Rules for Structures with Glass Panels During Impact

SET PROJECT STRUCTURAL ANALYSIS OF A TROUGH MODULE STRUCTURE, IN OPERATION AND EMERGENCY Luca Massidda

RESPONSE BEHAVIOR OF RECTANGULAR CFRP TUBES DEVELOPED FOR FULL-LAP COLLISION OF AUTOMOBILES UNDER IMPACT LOAD

Strain Rate Effects on Vehicle Crash Performance

Index terms Diagrid, Nonlinear Static Analysis, SAP 2000.

PROCESS PARAMETER SENSITIVITY STUDY ON TUBE HYDROFORMING

Basic quantities of earthquake engineering. Strength Stiffness - Ductility

NON-LINEAR FINITE ELEMENT ANALYSIS OF BASE-PLATE CONNECTIONS USED IN INDUSTRIAL PALLET RACK STRUCTURES

Damage assessment of hollow core reinforced and prestressed concrete slabs subjected to blast loading

THE EXTENDED N2 METHOD IN SEISMIC DESIGN OF STEEL FRAMES CONSIDERING SEMI-RIGID JOINTS

FINITE ELEMENT MODELING OF ANGLE BRACING MEMBER BEHAVIOR IN EXPERIMENTALLY TESTED SUB-FRAME SPECIMENS

Using friction dampers for improving earthquake response of self-variable stiffness RC framed buildings

Development of a New Type of Earthquake Energy-absorption Device

Vehicle crash test against a lighting pole: experimental analysis and numerical simulation

Computer Aided Numerical Simulation of Over-Moulded Front End Carrier of Automobile

Fixed Supports in Assessment of RC Beams Behavior Under Combined Shear and Torsion

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011

Markus Kober 1, Arnold Kühhorn 1, Benjamin Kästner 1, Akin Keskin 2

The Local Web Buckling Strength of Stiffened Coped Steel I-Beams

Design of Laterally Unrestrained Beams

Chapter 3: Torsion. Chapter 4: Shear and Moment Diagram. Chapter 5: Stresses In beams

Example of a modelling review Roof truss

7 LOCAL BUCKLING OF STEEL CLASS 4 SECTION BEAMS

Experimental Tests and Numerical Modelling on Slender Steel Columns at High Temperatures

EXPERIMENTAL TESTING OF ARCHES WITH RECTANGULAR HOLLOW SECTIONS

Computer Aided Modelling of Rubber Pad Forming Process Antonio Del Prete 1, a, Gabriele Papadia 1,b and Barbara Manisi 1,c

Delft Cluster Bijzondere Belastingen. Full system response Thomassen tunnel under impact load using LS-DYNA (concept version 3)

Offering a step-change in seismic technology

Marian A. GIZEJOWSKI Leslaw KWASNIEWSKI Wael SALAH

EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS UNDER CONSTANT AND VARIABLE AXIAL LOADINGS

MECHANICS OF MATERIALS

Material Model Validation of a High Efficient Energy Absorbing Foam

Application of CAE to Aluminum Wheel Impact Test Analysis Using Dynamic Implicit

Bolt Study Behaviour of Bolts in Drop Accident Scenarios of the Nirex 3m³ Box ILW Package

Cyclic Loading Tests Of Steel Dampers Utilizing Flexure-Analogy of Deformation

STRUCTURAL APPLICATIONS OF A REINFORCED CONCRETE BEAM-COLUMN-SLAB CONNECTION MODEL FOR EARTHQUAKE LOADING

SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

SEISMIC PERFORMANCE STATES OF PRECAST CONCRETE CLADDING CONNECTIONS SUMMARY

Vertical Incremental Dynamic Analysis for Assessing Progressive Collapse Resistance and Failure Modes of Structures

Study of Thin-Walled Box Beams Crushing Behavior Using LS-DYNA

A simple computational tool for the verification of concrete walls reinforced by embedded steel profiles.

Determination of the main characteristics of semi-rigid beam-to-column connections through numerical and experimental method

New approach to improving distortional strength of intermediate length thin-walled open section columns

Forming of ultra-high-strength sheet metals with alternating blank draw-in

Overview of Presentation. SCBFs are Conceptually Truss Structures

Stefano Lepre Dofasco Automotive Components. w w w. a u t o s t e e l. o r g

D. Y. Abebe 1, J. W. Kim 2, and J. H. Choi 3

Prestressed bolt connection. i ii? Calculation without errors. Project information. Input section

HIERARCHICAL VALIDATION OF FEM MODELS

MAE Advanced Computer Aided Design. 03. Beams and Trusses. Solution of Beams and Trusses Problems

SECTION VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS

BUCKLING ANALYSIS OF PULTRUDED GFRP HOLLOW BOX BEAM

Modeling of Shear Walls for Nonlinear and Pushover Analysis of Tall Buildings

Failure of masonry under explosion effect

Crash behavior of obliquely loaded aluminum extrusions

DYNAMIC CHARACTERISTICS ASSESSMENT OF STEEL BEAM-COLUMN CONNECTIONS WITH FLOOR SLAB

LRFD AND EUROCODE-3 SPECIFICATIONS FOR ULTIMATE LOAD CARRYING CAPACITY EVALUATION OF STEEL COLUMNS AND EFFECTS OF IMPERFECTIONS

Honeycomb sandwich material modelling for dynamic simulations of a crash-box for a racing car

Research on Seismic Behavior of honeycomb composite beamcolumn

STABILITY AND DUCTILITY OF CASTELLATED COMPOSITE BEAMS SUBJECTED TO HOGGING BENDING

Progressive collapse mechanism of large-span structures and an innovative collapse-resisting countermeasure

SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

Impact Damage Formation on Composite Aircraft Structures

NUMERICAL SIMULATIONS OF DUCTILE FAILURE IN EXTRUDED ALUMINIUM ALLOYS USING A COUPLED MODEL OF ELASTO-PLASTICITY AND DAMAGE

The Effect of Axial Force on the Behavior of Flush End-Plate Moment Connections

Fagà, Bianco, Bolognini, and Nascimbene 3rd fib International Congress

Transcription:

8 th International LS-DYNA Users Conference Crash/Safety (2) A FE Modeling and Validation of Vehicle Rubber Mount Preloading and Impact Response Sae U. Park, Madhu R. Koka, Kevin R. Thomson, and Jeffrey L. Robbins DaimlerChrysler Corporation Abstract A variety of rubber mounts are being used for vehicles as isolators/dampers between body and frame, on the engine cradle, etc. It has been the prevalent CAE practice in the auto industry to evaluate the mounts high-speed vehicle crash response by the means of nonlinear spring/beam models. However, the simplified models carry a risk of generating incomplete and erroneous results, especially under very complex crash loadings due to the absence of component contact and failure criteria. To alleviate the shortcomings of the simplified mounts, this paper presents a FE representation of a detailed vehicle rubber mount coupled with failure criteria and initial bolt wrenching (preloading) using LS-DYNA, as well as test validation of those mounts. Introduction The vehicle flexible mounts, made of mainly rubber materials and housed in a metallic tube, are indispensable components affecting the quality of the vehicle ride, noise and vibration. In the auto industry, the usual practice when designing vehicle flexible mounts is to minimally reflect impact considerations in the mount design features. However, in most high-speed vehicle crash events where the mounts fail, the crash responses, including occupant injury severity, are known to be very different from the responses of non-failure cases. Even in low-speed vehicle impact cases, excessive deformation of the flexible mounts could cause significant variance in the compliance of the vehicle acceleration level to the air-bag firing and timing threshold requirements. Therefore, flexibility and failure of the flexible mounts need to be accurately evaluated for their crash responses, and fully considered for their effects on the full vehicle impact responses, as well as for subsequent decisions on impact performance improvement direction. Recently, with the need to comply with the enhanced U.S. government vehicle safety regulations and with the advancement of computer technology, vehicle safety design development practices using CAE tools have become very common within the auto industry because it provides better insights into structural response/behavior, early resolution of problems and considerable savings in design time and cost, all while upgrading quality. However, typical CAE methods for representing flexible mounts are limited to modeling with rigid connections or assigning springs of an unrealistic stiffness. As a result CAE models inadequately predict failure modes and can misguide design improvement and optimization. During vehicle crash events, the mounts are subjected to complex loadings including a combination of compression, shear, bending, and torsion loading. More importantly, since they are fastened to the vehicle body by a torque application on the fastener bolt, a tension preloading of 50K~70K Newtons is already applied on the bolt, causing the rubber isolator to become compressed [1, 2]. This preloading generates residual stresses on the bolt, and accelerates or decelerates the bolt stress concentration induced 5-23

Crash/Safety (2) 8 th International LS-DYNA Users Conference by the vehicle impact loading. Thus, if a CAE model for the mount can not simulate the preloading phenomenon properly, its results could lead to erroneous failure predictions. This is why the mounts need to be properly modeled and bolt preloading should not be neglected. This paper, considering the above mentioned shortfalls in the current CAE modeling practice for the flexible mounts, has created a CAE rubber mount model which contains the bolt preloading and bolt separation failure due to stress concentration during vehicle impact. For this study, LS- DYNA [3, 4] was used as the FE solver and the results have been validated through componentlevel bench tests. The valuable findings of this study will be: Creation of a more realistic CAE modeling method for the flexible vehicle mounts, Best estimates of the mount material properties, including rubber, bolt, sleeve, and plates, Understanding of the importance of proper Pre-Loading modeling, Weld integrity check during impact loading, and Possibility of applications to other types of rubber mount impact models. The benefits of employing the validated rubber mount FE model for full vehicle crash models include enabling: Control of parameter sensitivities affecting bolt separation failure, More reliable Full vehicle crash evaluation with flexible mount effects, Identification of the rate hardening effect of rubber and bolts on the mount response to crash loading 1. Functional Review of Vehicle Flexible Mount Washer Nut Plate of Upper Part U Core Bolt Metallic Busing Rubber Core Rubber Core Core Bolt Impact Loading F i 5-24 Bolt Preloading F B Plate of Lower Part L Plate of Upper Part U Plate of Lower Part L Figure 1 Schematic section view of a sample vehicle rubber mount model Figure 1 illustrates a schematic view of a typical vehicle flex mount in which the core bolt works as a fastener for connecting the upper part U and the lower part L, and the rubber core constitutes a vibration isolator between them. The rubber core, covered by a metallic bushing, F i Side View Top View Metallic Busing

8 th International LS-DYNA Users Conference Crash/Safety (2) becomes compressed by the fastener preloading F B application during installation, so the initial rubber property will remain stiffer than that of its unloading state. This is also one of the reasons for the preloading process to be included in the CAE modeling. Once the impact loading F i acts on the lower part L during vehicle crash, the core bolt and rubber begin deforming against their inner friction and strain resistance, and this causes a relative displacement and rotation of the part L with respect to the upper part U. If the impact loading passes over the bolt s ultimate strength, the bolt will yield to separation. Otherwise, the rubber can be torn off the bushing if the impact force reaches the rubber s ultimate strength, 2. FE (LS-DYNA) Model of a Flexible Mount Study Sample CB (Core Bolt) MB (Metallic Bushing) RI (Rubber Isolator) Figure 2. FE (LS-DYNA) model of a sample Flexible Mount Table 1. LS-DYNA Model Contents of the Sample Model in Figure 2 FE Form LS-DYNA Material Models Code Part Name Mat'l # Material Title MB Metal Bushing Shell MAT24 Piecewise_Linear_Plasticity RI Rubber Isolator Solid MAT27 Mooney_Rivlin_Rubber CB Core Bolt Solid MAT24 Piecewise_Linear_Plasticity A FE model of a vehicle flexible mount was prepared for this study purpose as shown in Figure 2. The mount s components and LS-DYNA model contents are listed in Table 1. Strain versus stress test curves, provided by the rubber suppliers, were used for defining the load curves required by the LS-DYNA Mooney-Rivlin Rubber formulation [4]. 5-25

Crash/Safety (2) 8 th International LS-DYNA Users Conference 3. A FE (LS-DYNA) Representation of the Mount Bolt Preloading Element for Stress monitoring s -F B F B d Z Figure 3. FE (LS-DYNA) model of Pre-Loading for Fastening Core Bolt Y X To simulate the mount bolt fastening to the vehicle body, a pre-loading F B of a maximum 53,380N (12KLbs), characterized by the load curve in Figure 4, was applied to the two cut bolt faces in opposite directions, as depicted in Figure 3. As the magnitude of the preloading increases, the initial clearance of d which is created by cutting a piece of the bolt keeps shrinking. Finally, when the bolt tension reaches a static loading equilibrium with the rubber compression reaction, the two cut faces becomes tied by using the LS-DYNA s Node Tied Contact [3]. The gap d, needs to be treated as a variable since higher pre-loadings require a larger d value before the cut faces are tied. 53,380N 606 MPa Figure 4. Pre-Loading Curve (F B ) Figure 5. Z-Stress of Element s 5-26

8 th International LS-DYNA Users Conference Crash/Safety (2) To confirm the attainment of the afore-mentioned loading equilibrium, the z-stress of the element s has been monitored as shown in Figure 6. In the z-axis stress readings it can be seen that a loading equilibrium was reached at the 5 msec of loading, and a maximum stress of 606 MPa was developed during preloading. Since the maximum 606 MPa stress is equal to the stress amount computed from Loading (53KN) divided by Bolt Cross Section Area (88 mm 2 ), the preloading process is proved to have been properly defined in the CAE model. 4. Test Validation of CAE Results for the Mount Bolt Failure Model CAE Model Test Set-UP L F i L F i Impactor Figure 6. FE (LS-DYNA) model and Validation Test Set-UP for Mount Impact Loading A series of component level tests were conducted with a view to validate the CAE modeling of the flexible mount impact phenomena, as shown in Figure 6. In the test set-up, an impact loading was applied to the mount through the impactor. As test design variables, the rubber hardness and the moment arm length L were varied together to measure their effects. For the CAE model, the plastic failure strain level for the bolt model was controlled for achieving better agreement in the bolt separation loadings and timings with test results. A detailed test parameter list has been provided in Table 2. Table 2 Test & CAE Analysis Parameters 5-27

Crash/Safety (2) 8 th International LS-DYNA Users Conference Test Design Parameters Rubber Core Materials Moment Arm Height (L) H(Hard) Rubber 120 mm S(Soft)Rubber Aluminum 0 mm Initial Bolt Loading (FB) 53,380 Newtons Additional CAE Parameters Plastic Fail Strains 30% 35% 40% 4-1 Results for Mount Models with Different Rubber Hardness CAE ( ) : LS-DYNA Results (plastic fail strain in %) Test # : Test Results CAE(30%) Test 1a Test 1b CAE(35%) CAE(40%) Test 1c Displacement (D) Figure 7. F-D Curves for Test and CAE analysis for Soft(S) Rubber Mount CAE ( ) : LS-DYNA Results (plastic fail strain in %) Test # : Test Results Impact Loading (F) CAE(35% Test 2a Test 2b CAE(40%) Impact Loading (F) Displacement (D) Figure 8. F-D Curves for Test and CAE analysis for Hard (H) Rubber Mount 5-28

8 th International LS-DYNA Users Conference Crash/Safety (2) Figure 7 represents the Force- Displacement (F-D) curves, measured from tests with soft rubber mounts and overlayed by CAE results. In contrast, the F-D s from tests with hard rubbers are shown in Figure 8. In both figures, it can be noted that the test and CAE F-D s are in good agreement in the overall loading curve shape as well as in the loading levels and timings of the peaks and bolt separation, indicated by the load plummeting at the end. The slight deviation at the inception of the CAE F-D curves with respect to the Test counterpart curves is due to the small cavities in the core rubber of the test specimen which were simply filled in the CAE models. And, the variance in the bolt separation timings in the test cases is owing to variation in the mount components material properties. Considering the test variance, the CAE models were run with the bolt s plastic failure strain changes in order to see how it affects the bolt separation timings. From the results, the bolts failure strains are estimated at the mean of 0.35 with a 0.05 standard deviation, and the harder rubber generates greater peak loading. CAE ( ) : LS-DYNA Results (plastic fail strain in %) Test # : Test Results (rubber hardness) δ for CAE Impact Loading (F) δ for Test Test 1a( Soft) CAE(Soft,30%) Test2b(Hard) CAE(Hard,35%) Displacement (D) Figure 9. F-D: Test Vs. CAE and Hard (H) Vs. Soft(S) Rubber Mount To demonstrate the rubber hardness effects on the F-D curves, all the rubber F-D curves are synthesized as seen in Figure 9. The loading difference between the test soft mounts and test hard mounts, represented as δ, has turned out to be close in magnitude to that of the CAE models. This proves that the CAE models of the mount system are valid for being able to represent the effects of the mount rubber stiffness difference on the physical response of the real rubber mount system under impact loading. It would be very difficult that this delicate physical phenomenon can be represented by a simplified spring models or rigid-body connection, which is the current CAE practice for the mount impact response assessment. 5-29

Crash/Safety (2) 8 th International LS-DYNA Users Conference 4-2 Force-Displacement Results for Mount Models with Aluminum Isolator Impact Loading (F) Test 3a CAE(30%) CAE(35%) CAE ( ) : LS-DYNA Results (plastic fail strain in %) Test # : Test Results Displacement (D) Figure 10. F-D Curves for Test and CAE analysis for Aluminum Isolator Figure 10 represents the F-D measured from a test mount specimen with an aluminum isolator in stead of rubber. Still, the CAE results are showing good correlation with the test ones. The loading pattern of the aluminum isolator displayed a steeper load rise, followed by elevated peak loading as compared to the mounts with rubber isolators in the previous tests. In figure 11, the bolt bending angles, created at the instant of bolt separation for the aluminum isolator, are compared between Test and CAE. The two results turned out very similar with 42 º for Test and 43 º for CAE. Model Bent Angle θ @ fail Test 3a 42 º CAE, 35% 43 º Bent Angle θ 5-30 Figure 11. Bent Angle Comparison at Bolt Separation for Test vs. CAE Aluminum Isolator

8 th International LS-DYNA Users Conference Crash/Safety (2) 4-3 Force-Displacement Results for Mount Models under Pure Shear Loading CAE ( ) : LS-DYNA Results (plastic fail strain in %) Test # : Test Results Impact Loading (F) Shear Test 1a Shear Test 1b CAE(40%) Displacement (D) Figure 12. F-D Curves for Test and CAE analysis for Rubber Isolator under Purely Shear Loading This time, the moment arm length L in Figure 6 is reduced form 120mm to 0mm to generate a pure shear loading on the mount by minimizing the bending moment exertion. In Figure 12, the F-D curves from the shear loading case appeared notably different from the bending driven F-D in Figure 9. Even under this pure shear loading cases, the CAE and Test model results demonstrate a good correlation. Figure 13 presents different bolt failure modes as exactly as observed in the post test examinations for the Pure Shear driven failed specimen and the Bending driven failed mount bolt specimen. Shear Driven Bolt Failure Before Separation After Bending Driven Bolt Failure Before Separation After Figure 13. Bolt Separation Modes Comparison for Shear Vs. Bending Loading Cases 5-31

Crash/Safety (2) 8 th International LS-DYNA Users Conference 5. Conclusion CAE results showed good agreement with Test results A robust and realistic CAE model and method has been established, so this model/method can be applied to other types of vehicle flexible mounts such as engine mounts and body mounts on a larger scale. Valuable Findings from these developed LS-DYNA flexible mount models: 1) Best estimates of Mount material properties, including rubber, bolt, sleeve, and plates became possible 2) Importance of proper Pre-Loading application in the CAE mount modeling has been verified 3) Weld integrity during impact loading can be assessed 4) Development of full system vehicle impact models which enable more realistic impact response analyses/design development becomes possible with these new mount CAE models 5) Design of Engineering (DOE) and optimization have been enabled using identified control parameter sensitivities related to the mount bolt failure References 1. Beer and Johnston, Mechanics of Engineers, 1996 2. Marks, Standard Handbook for Mechanical Engineers, 1986 3. Livermore Software Technology Corp., LS-DYNA Keyword User s Manual Version 960 Volume I 4. Livermore Software Technology Corp., LS-DYNA Keyword User s Manual Version 960 Volume II 5. Livermore Software Technology Corp., LS-DYNA Theoretical Manual 5-32