Project 3.13: Systems Approach to Wheel and Pad Metamaterial Design Including Robustness Issues PI: Fadel (Clemson)

Size: px
Start display at page:

Download "Project 3.13: Systems Approach to Wheel and Pad Metamaterial Design Including Robustness Issues PI: Fadel (Clemson)"

Transcription

1 PI: Fadel (Clemson) Project started: 2017 Estimated end: 2018 Resources / Funded effort: 2017 PI 1 SM, FAC 1 SM, 1 GSRA key: PI Principal Investigator (faculty unless otherwise indicated) co-pi co-principal Investigator (faculty unless otherwise indicated) FAC faculty quad member RS research scientist PD post-doctoral student GSRA graduate student research assistant RA/temp temporary student assistant (part time) SM summer month AY 9 months basis CY calendar year 12 month basis Eqpt equipment (> $5,000 requires executive committee approval) note: research supplies and travel are not listed

2 Project 3.13: ARC NEW PROJECT PROPOSAL Project 3.13: Systems Approach to Wheel and Pad Metamaterial Design Including Robustness Issues Quad Members: Name Georges Fadel (PI) Gang Li Samuel Franklin Matthew Castanier David Ostberg Bill Bradford Christopher Cardine Position, Affiliation Professor, Clemson University Professor, Clemson University Graduate Student, Clemson University Research Mechanical Engineer, US Army TARDEC Engineer, US Army TARDEC R&D Scientist, US Army TARDEC General Dynamics Land Systems Contact Project Duration: This research project will start in January We estimate the tasks in this research project should be accomplished in two years. Motivation and Background: For the last four years, Clemson has worked on designing the metamaterial pad for the Tank track and is currently testing it. Figure 1. shows the current design and its predicted compressive deformation behavior compared to that of the original elastomeric pad. Our initial study enabled us to design a titanium pad that replaces the elastomeric pad, and that deforms similarly to the elastomeric pad under a static load. In fact, Fig. 2 from [3] shows that the whole system, wheel and pad should be considered if this problem is to be holistically addressed. Fig, 1. Ti pad designed by Clemson Fig. 2, Tank track temperatures under exercise (taken from [3]). 99

3 Fig. 2 shows that the elastomer on the wheel is also red hot, and may eventually break. Both the pads and the road wheel should therefore be considered as part of an overall system to better understand the problem and to optimize the design. Coupling both components would allow us to (1) eliminate the heatgenerating hysteretic losses of the elastomeric layer on the wheel, (2) coordinate the deformation between the two components of the suspension, and most importantly, (3) we should be able to design the wheel significantly lighter than the current wheel, but with the same performance level otherwise. Introducing the aspect of robustness will enable the consideration of aleatory aspects and design a system that is less sensitive to variations in these aspects. Why is this important? In the previous study, we considered the total weight of the tank distributed in the road wheels and on the pads in contact with those wheels. The pads were therefore designed to carry their respective load on their whole surface. The force applied on the pad was the same as the one used in the Army calculations. In fact, as the wheels deform when in contact with the pads, the contact surface between both components dictates the magnitude of the pressure. For the flat titanium pad, the deformation is minimal, and thus the results obtained to date should be valid, but the wheel deforms, and the surface of contact needs to be computed then transmitted to the pad design. This coupling is what we plan to compute and use in the metamaterial design of both the wheel and the pad. This coupling also opens up a new design space and allows us to explore tuning the static and dynamic characteristics of the system such as the weight, vibration and harshness performances. Research Objectives: Building upon the Unit Cell Synthesis method we have developed for the design and topology optimization of the metamaterial track pad, the main research objective of this project is to develop a methodology that can be used to design a system of two coupled meta-material components that meet some specific elastic requirements. The method will be demonstrated on the design of the tank track pads and road wheel system, as illustrated in Fig. 3. Now that the pad has been designed, the road wheel has to be considered. This road wheel does not have the manufacturing constraints that the pad had, since the whole wheel outside a hub can be considered as the metamaterial. In this case, a casting of the wheel would be perfectly acceptable, and additive manufacturing will not have to be considered. Approach: Designing and optimizing of the tank track pad and road wheel system containing two coupled metamaterial components (pad and wheel) is challenging due to the following reasons: (1) the targeted system level mechanical behavior is the result of the two interactive metamaterial components. While the coupling offers more flexibility of the metamaterial design, it also largely increases the degrees of freedom (DOF) of the optimization problem; (2) our previous study has assumed that the wheel is pushing the whole pad, and we did not consider any other deformation than the one due to compression. With the wheel, however, compression and shear will be present. This in itself is a challenging problem since we have not seen anyone attempting to design a material that matches two loading conditions simultaneously; (3) the dynamic interactions between the components, such as vibrations, impact and damping ratio, are important in the performance of the pad-wheel system. They must be considered in the optimization process; (4) the uncertainty in the manufacturing processes, and the variation of various dimension should be addressed in the optimization process for robust design of the system. Thermal issues should be also addressed to show that the modified system is more able to reject heat than the current one. 100

4 Figure 3. Artist concept of coupled wheel-pad system To address the challenges and realize the objectives of this research, we propose the following activities: Task 1: Generalizing metamaterial optimization methods from component to system level. In our previous work, we have developed a Unit Cell Synthesis method for the design of the pad with targeted nonlinear compressive deformation response. By using a nonlinear spring network analogy, the method defines and connects a set of Elemental Functional Geometries (EFGs) to form a unit cell that possesses the target deformation characteristics. Multi-objective optimization is then employed to optimize the initial design of the EFG connections to match the target stress-strain curve. For the pad-wheel system, the overall system problem will be decomposed into the wheel and the pad sub-problems, each subsystem is constructed using unit cells composed of EFG networks, and the two optimizations of metamaterials will be coordinated using the augmented Lagrangian coordination method. The coupling variable will be the contact surface between them. The load on the track depends on the deformation of the wheel that dictates the patch size, and therefore the pressure on the pad, whereas the pad resistance will push back on the wheel to put the system in equilibrium. Task 2: Generalizing metamaterial optimization methods to include mixed mode deformations. Due to the applied torque on the wheel and the rolling resistance, significant shear exists in the wheel along with the compression. The modeling of the wheel metamaterial will have to consider the coupled shear and compression effects, and the material will have to be designed to match the elastomer in both directions. Therefore, the metamaterial optimization at the wheel will attempt to generate a topology that is optimal for a combined loading case, whereas the pad has been designed only for compression. For the design of metamaterial wheel with combined loadings, the Unit Fig 4. Unit cell having a 2-D EFG network. Cell Synthesis method will be extended to include shear deformation. Specifically, instead of using 1-D nonlinear spring network analogy to form the unit cells, the geometric nonlinear deformation of the EFGs will be connected to form a 2-D network, as shown in the Fig. 4. Such 2-D EFG network based unit cells will be categorized into 0, 1, 2 n order systems. The axial and shear deformation characteristics of the predefined systems will be pre-calculated and stored in a database. For a given target deformation response, the unit cell designs that qualitatively match the target response will be selected as candidate designs. Then the multi-objective optimization will be carried out to optimize the dimensions of the candidate designs. Note that, in the Unit Cell Synthesis method, multiple solutions of the problem are possible. The coupling between the two modes of the deformation will enable us to get the more accurate displacement of both sub-components, and will more accurately model the system behavior. 101

5 Task 3: Generalizing metamaterial optimization methods from targeting static stress-strain behavior to dynamic responses. In the track pad-wheel system, the dynamic response of the wheel, such as the vibrational frequencies, maximum dynamic displacement, contact stress during impact loading, etc., is important for the operation of the tank. One of the advantages of the Unit Cell Synthesis method is that multiple performance measures can be computed for any EFGs connections in the unit cell. The response characteristics can be recorded and stored for future selections to match the target response. In this work, we will generalize the Unit Cell Synthesis method to include some of the dynamic responses as performance measures and as a part of the objective function of the size optimization. Task 4: Enhancing the robustness of metamaterial system design and optimization. The issue of robustness will consider the uncertainty in the manufacturing processes, and the variation of various dimension. We will combine our Unit Cell Synthesis method with the reliability based design optimization (RBDO) approach to address this issue. In this regard, we will continue our collaboration with Prof. K. K. Choi at University of Iowa and attempt to utilize their RBDO tools in the optimization process for the track pad-wheel system design. Task 5: Baselining unit cell synthesis approach versus classic topology optimization methods - performance of final design. Currently, topology optimization is the most popular method for designing new meta-materials. Topology optimization has been used along with an inverse homogenization approach to target prescribed material properties while minimizing the cost (e.g. volume). However, the inverse homogenization problem involving geometric nonlinearity must consider multiple prescribed stiffness tensors that are dependent on the loading condition. These stiffness tensors represent the tangents to the nonlinear target response. Due to the added complexity of multiple tangent prescribed stiffness tensors, implementation of the nonlinear inverse homogenization problem is nontrivial. Although designing metamaterials with prescribed nonlinear response (Poisson s ratio) using topology optimization has been reported recently, the application of the technique for prescribed nonlinear mixed mode deformation remains unexplored and there is no computational tool available for such optimization problems. In this work, parallel to the Unit Cell Synthesis method, we plan to implement the topology optimization approach for the design of the pad-wheel system. We propose to obtain optimized the designs of the system by using both approaches and the performance of the final designs will be evaluated and compared. The evaluation and comparison would not only guarantee the best design of the padwheel system but also serve as a case study baselining the unit cell synthesis approach versus topology optimization approach. Note that we envision that the wheel will consist of three parts, the hub, solid steel, the transition area which could be some honeycomb structure, and the elastomer equivalent metamaterial which is in contact with the metamaterial pad. The coupling of the two wheel and pad components into one system will be accomplished by mathematically connecting the two optimizations and analyses using the augmented Lagrangian methods described in our most recent paper by Xu et al. which is listed in our recent publications. One more note: the other aspect that can be managed much better with the proposed system is the heat transfer problem. Contrary to the insulating rubber, the metamaterial is a good thermal conductor, and we therefore will be able to prove through simulation that the temperature rise on the wheel will be significantly lower than with the current system. This part of the work will occur once the wheel pad system has been designed and optimized. 102

6 Proposed Timeline: Q1 Q2 Q3 Q4 Y2 Year One Research Tasks and Deliverables Developing wheel geometry and attempting topology optimization of couple deformations. Continuing wheel topology optimization, and deciding on the thickness of the metamaterial layer to accomplish the deformation while reducing material and weight. Develop approach to couple wheel and pad optimizations. Introduce thermal modeling Start the coupled wheel pad optimization in tandem. Long-term goals Address the system level approach of the design of metamaterials considering manufacturing constraints and robustness issues. ARC/TARDEC/Industry Benefits: Project needs to demonstrate the potential in adding value in at least one of the following areas: 1) Interactions with and benefits to other ongoing ARC research 2) Interactions with and benefits to ongoing TARDEC work 3) Interactions with and benefits to ongoing work at Industry partner TARDEC has asked us to consider the system level approach to the metamaterial design problem. This project builds on a previous ARC project, and should entice GD to be more active and supportive of the work. Leveraged Funding: No current leveraging exists. Qualifications: Drs. Fadel and Li have proven their ability to address the tank track pad problem, and plan to build on this success. Dr. Fadel has also worked on the Michelin Tweel project which was supported by a NIST ATP and Michelin, and consisted in designing a metamaterial that matched rubber shear stiffness in the nonpneumatic tire of Michelin. The objective was to reduce or eliminate the hysteretic losses due to the rubber deformation, and therefore to reduce rolling resistance in tires. Publications from Prior Work closely related to the proposed project: Satterfield, Z., Kulkarni, N., Coutris, N., Li, G., Fadel, G.M., Castanier, M, Unit cell synthesis method to design meta-materials with targeted nonlinear deformation response paper submitted to the J. Mech. Des, 2016 Czech C., Guarneri P., Thyagaraja N. and Fadel, G,M. Systematic Design Optimization of the Metamaterial Shear Beam of a Nonpneumatic Wheel for Low Rolling Resistance, This paper (listed below) was selected as a feature article in the April 2015 edition of the J. Mech. Des. Companion Czech C., Guarneri P., Thyagaraja N. and Fadel, G,M. Systematic Design Optimization of the Metamaterial Shear Beam of a Nonpneumatic Wheel for Low Rolling Resistance, J. Mech. Des. 137(4), (2015) (9 pages); Paper No: MD ; doi: / Czech, C., Guarneri, P., Wiecek, M.M., and Fadel, G.M., Optimality Conditions for Topology Optimization Problems Targeting Meta-material Properties, Accepted for publication Structural and Multidisciplinary Optimization Journal, April 2013 Xu, M., Fadel, G.M., and Wiecek, M., Investigation of Variants of Augmented Lagrangian Coordination and Extension of the Dual Residual Theory, paper submitted to the J.Mech.Des, May

Design of a Meta-Material with Targeted Nonlinear Deformation Response

Design of a Meta-Material with Targeted Nonlinear Deformation Response Clemson University TigerPrints All Theses Theses 12-2015 Design of a Meta-Material with Targeted Nonlinear Deformation Response Zachary Satterfield Clemson University, zsatter@clemson.edu Follow this and

More information

Modeling, finite element analysis, and optimization of Non-Pneumatic Tire (NPT) for the minimization of rolling resistance

Modeling, finite element analysis, and optimization of Non-Pneumatic Tire (NPT) for the minimization of rolling resistance Clemson University TigerPrints All Theses Theses 8-2011 Modeling, finite element analysis, and optimization of Non-Pneumatic Tire (NPT) for the minimization of rolling resistance Mallikarjun Veeramurthy

More information

681. Design of elastomeric shock absorbers with a soft stiffness characteristics of type force-settlement

681. Design of elastomeric shock absorbers with a soft stiffness characteristics of type force-settlement 681. Design of elastomeric shock absorbers with a soft stiffness characteristics of type force-settlement V. Gonca 1, J. Shvab Riga Technical University, Ezermalas 6 d, LV-1006, Riga, Latvia E-mail: 1

More information

EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD

EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD Journal of KONES Powertrain and Transport, Vol. 7, No. EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD Robert Czabanowski Wroclaw University

More information

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes October 2014 Influence of residual stresses in the structural behavior of Abstract tubular columns and arches Nuno Rocha Cima Gomes Instituto Superior Técnico, Universidade de Lisboa, Portugal Contact:

More information

Vibration Transmission in Complex Vehicle Structures

Vibration Transmission in Complex Vehicle Structures Vibration Transmission in Complex Vehicle Structures Christophe Pierre Professor Matthew P. Castanier Assistant Research Scientist Yung-Chang Tan Dongying Jiang Graduate Student Research Assistants Vibrations

More information

FE analysis of steel-concrete composite structure with partial interactions

FE analysis of steel-concrete composite structure with partial interactions FE analysis of steel-concrete composite structure with partial interactions WonHo Lee 1), SeoJun Ju 2) and Hyo-Gyoung Kwa 3) 1), 2) 3) Department of Civil Engineering, KAIST, Daejeon 34141, Korea 1) wonho.lee@aist.ac.r

More information

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises Non-linear and time-dependent material models in Mentat & MARC Tutorial with Background and Exercises Eindhoven University of Technology Department of Mechanical Engineering Piet Schreurs July 7, 2009

More information

PLAT DAN CANGKANG (TKS 4219)

PLAT DAN CANGKANG (TKS 4219) PLAT DAN CANGKANG (TKS 4219) SESI I: PLATES Dr.Eng. Achfas Zacoeb Dept. of Civil Engineering Brawijaya University INTRODUCTION Plates are straight, plane, two-dimensional structural components of which

More information

Statics Principles. The laws of motion describe the interaction of forces acting on a body. Newton s First Law of Motion (law of inertia):

Statics Principles. The laws of motion describe the interaction of forces acting on a body. Newton s First Law of Motion (law of inertia): Unit 2 Review Statics Statics Principles The laws of motion describe the interaction of forces acting on a body Newton s First Law of Motion (law of inertia): An object in a state of rest or uniform motion

More information

Structural Dynamics A Graduate Course in Aerospace Engineering

Structural Dynamics A Graduate Course in Aerospace Engineering Structural Dynamics A Graduate Course in Aerospace Engineering By: H. Ahmadian ahmadian@iust.ac.ir The Science and Art of Structural Dynamics What do all the followings have in common? > A sport-utility

More information

1 Force Sensing. Lecture Notes. 1.1 Load Cell. 1.2 Stress and Strain

1 Force Sensing. Lecture Notes. 1.1 Load Cell. 1.2 Stress and Strain Lecture Notes 1 Force Sensing 1.1 Load Cell A Load Cell is a structure which supports the load and deflects a known amount in response to applied forces and torques. The deflections are measured to characterize

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. GTE 2016 Q. 1 Q. 9 carry one mark each. D : SOLID MECHNICS Q.1 single degree of freedom vibrating system has mass of 5 kg, stiffness of 500 N/m and damping coefficient of 100 N-s/m. To make the system

More information

Effect of Transient Dynamic Loading on Flexible Pavement Response

Effect of Transient Dynamic Loading on Flexible Pavement Response Effect of Transient Dynamic Loading on Flexible Pavement Response Imad L. Al-Qadi Founder Professor of Engineering Pyeong Jun Yoo Graduate Research Assistant Illinois Center for Transportation University

More information

BOOK OF COURSE WORKS ON STRENGTH OF MATERIALS FOR THE 2 ND YEAR STUDENTS OF THE UACEG

BOOK OF COURSE WORKS ON STRENGTH OF MATERIALS FOR THE 2 ND YEAR STUDENTS OF THE UACEG BOOK OF COURSE WORKS ON STRENGTH OF MATERIALS FOR THE ND YEAR STUDENTS OF THE UACEG Assoc.Prof. Dr. Svetlana Lilkova-Markova, Chief. Assist. Prof. Dimitar Lolov Sofia, 011 STRENGTH OF MATERIALS GENERAL

More information

Structural Dynamics Lecture 4. Outline of Lecture 4. Multi-Degree-of-Freedom Systems. Formulation of Equations of Motions. Undamped Eigenvibrations.

Structural Dynamics Lecture 4. Outline of Lecture 4. Multi-Degree-of-Freedom Systems. Formulation of Equations of Motions. Undamped Eigenvibrations. Outline of Multi-Degree-of-Freedom Systems Formulation of Equations of Motions. Newton s 2 nd Law Applied to Free Masses. D Alembert s Principle. Basic Equations of Motion for Forced Vibrations of Linear

More information

MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN LAYERED STRUCTURES USING GEOMETRICALLY NONLINEAR BEAM FINITE ELEMENTS

MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN LAYERED STRUCTURES USING GEOMETRICALLY NONLINEAR BEAM FINITE ELEMENTS PROCEEDINGS Proceedings of the 25 th UKACM Conference on Computational Mechanics 12-13 April 217, University of Birmingham Birmingham, United Kingdom MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN

More information

DEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS).

DEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS). DEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS). Lab Director: Coordinating Staff: Mr. Muhammad Farooq (Lecturer) Mr. Liaquat Qureshi (Lab Supervisor)

More information

Piezoelectric Control of Multi-functional Composite Shells Subjected to an Electromagnetic Field

Piezoelectric Control of Multi-functional Composite Shells Subjected to an Electromagnetic Field Piezoelectric Control of Multi-functional Composite Shells Subjected to an Electromagnetic Field *Sang-Yun Park 1) and Ohseop Song 2) 1), 2) Department of Mechanical Engineering, Chungnam National University,

More information

Complex strategy for a development of highly elastic couplings

Complex strategy for a development of highly elastic couplings Complex strategy for a development of highly elastic couplings Pavel Novotny 1, Ivan Kocián 2, Aleš Prokop 3, Kamil Řehák 4 1, 3, 4 Brno University of Technology, Brno, Czech Republic 2 PIVKO BRAKES, Hromádkova

More information

VIBRATION PROBLEMS IN ENGINEERING

VIBRATION PROBLEMS IN ENGINEERING VIBRATION PROBLEMS IN ENGINEERING FIFTH EDITION W. WEAVER, JR. Professor Emeritus of Structural Engineering The Late S. P. TIMOSHENKO Professor Emeritus of Engineering Mechanics The Late D. H. YOUNG Professor

More information

Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams.

Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams. Outline of Continuous Systems. Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams. Vibrations of Flexible Strings. Torsional Vibration of Rods. Bernoulli-Euler Beams.

More information

COMPRESSION AND BENDING STIFFNESS OF FIBER-REINFORCED ELASTOMERIC BEARINGS. Abstract. Introduction

COMPRESSION AND BENDING STIFFNESS OF FIBER-REINFORCED ELASTOMERIC BEARINGS. Abstract. Introduction COMPRESSION AND BENDING STIFFNESS OF FIBER-REINFORCED ELASTOMERIC BEARINGS Hsiang-Chuan Tsai, National Taiwan University of Science and Technology, Taipei, Taiwan James M. Kelly, University of California,

More information

HIGHLY ADAPTABLE RUBBER ISOLATION SYSTEMS

HIGHLY ADAPTABLE RUBBER ISOLATION SYSTEMS th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 24 Paper No. 746 HIGHLY ADAPTABLE RUBBER ISOLATION SYSTEMS Luis DORFMANN, Maria Gabriella CASTELLANO 2, Stefan L. BURTSCHER,

More information

Determination of Mechanical Properties of Elastomers Using Instrumented Indentation

Determination of Mechanical Properties of Elastomers Using Instrumented Indentation Determination of Mechanical Properties of Elastomers Using Instrumented Indentation, Antonios E. Giannakopoulos and Dimitrios Bourntenas University of Thessaly, Department of Civil Engineering, Volos 38334,

More information

Physics. Assignment-1(UNITS AND MEASUREMENT)

Physics. Assignment-1(UNITS AND MEASUREMENT) Assignment-1(UNITS AND MEASUREMENT) 1. Define physical quantity and write steps for measurement. 2. What are fundamental units and derived units? 3. List the seven basic and two supplementary physical

More information

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture five mechanics www.carttalk.com of materials Mechanics of Materials 1 Mechanics of Materials MECHANICS MATERIALS

More information

Friction of Extensible Strips: an Extended Shear Lag Model with Experimental Evaluation

Friction of Extensible Strips: an Extended Shear Lag Model with Experimental Evaluation Friction of Extensible Strips: an Extended Shear Lag Model with Experimental Evaluation Ahmad R. Mojdehi 1, Douglas P. Holmes 2, Christopher B. Williams 3, Timothy E. Long 4, David A. Dillard 1 1 Department

More information

SOP Release. FEV Chassis Reliable Partner in Chassis Development. FEV Chassis Applications and Activities. Concept Layout. Design

SOP Release. FEV Chassis Reliable Partner in Chassis Development. FEV Chassis Applications and Activities. Concept Layout. Design CHASSIS Reliable Partner in Chassis Development FEV Chassis Applications and Activities Founded in 1978, FEV is an internationally recognized leader in the design and development of internal combustion

More information

202 Index. failure, 26 field equation, 122 force, 1

202 Index. failure, 26 field equation, 122 force, 1 Index acceleration, 12, 161 admissible function, 155 admissible stress, 32 Airy's stress function, 122, 124 d'alembert's principle, 165, 167, 177 amplitude, 171 analogy, 76 anisotropic material, 20 aperiodic

More information

Implementation of an advanced beam model in BHawC

Implementation of an advanced beam model in BHawC Journal of Physics: Conference Series PAPER OPEN ACCESS Implementation of an advanced beam model in BHawC To cite this article: P J Couturier and P F Skjoldan 28 J. Phys.: Conf. Ser. 37 625 Related content

More information

Multi Linear Elastic and Plastic Link in SAP2000

Multi Linear Elastic and Plastic Link in SAP2000 26/01/2016 Marco Donà Multi Linear Elastic and Plastic Link in SAP2000 1 General principles Link object connects two joints, i and j, separated by length L, such that specialized structural behaviour may

More information

CONSIDERATIONS ON THE NON-LINEAR MODELLING OF THE DYNAMICS OF THE VIBRATION AND SHOCK ISOLATORS MADE FROM COMPOSITE NEOPRENE

CONSIDERATIONS ON THE NON-LINEAR MODELLING OF THE DYNAMICS OF THE VIBRATION AND SHOCK ISOLATORS MADE FROM COMPOSITE NEOPRENE THE ANNALS OF "DUNAREA DE JOS" UNIVERSITY OF GALATI FASCICLE XIV MECHANICHAL ENGINEERING, ISSN 1224-5615 2010 CONSIDERATIONS ON THE NON-LINEAR MODELLING OF THE DYNAMICS OF THE VIBRATION AND SHOCK ISOLATORS

More information

Finite Element Method in Geotechnical Engineering

Finite Element Method in Geotechnical Engineering Finite Element Method in Geotechnical Engineering Short Course on + Dynamics Boulder, Colorado January 5-8, 2004 Stein Sture Professor of Civil Engineering University of Colorado at Boulder Contents Steps

More information

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method 9210-220 Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method You should have the following for this examination one answer book scientific calculator No

More information

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics Page1 PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [2910601] Introduction, Fundamentals of Statics 1. Differentiate between Scalar and Vector quantity. Write S.I.

More information

Linear Elasticity ( ) Objectives. Equipment. Introduction. ε is then

Linear Elasticity ( ) Objectives. Equipment. Introduction. ε is then Linear Elasticity Objectives In this lab you will measure the Young s Modulus of a steel wire. In the process, you will gain an understanding of the concepts of stress and strain. Equipment Young s Modulus

More information

Static & Dynamic. Analysis of Structures. Edward L.Wilson. University of California, Berkeley. Fourth Edition. Professor Emeritus of Civil Engineering

Static & Dynamic. Analysis of Structures. Edward L.Wilson. University of California, Berkeley. Fourth Edition. Professor Emeritus of Civil Engineering Static & Dynamic Analysis of Structures A Physical Approach With Emphasis on Earthquake Engineering Edward LWilson Professor Emeritus of Civil Engineering University of California, Berkeley Fourth Edition

More information

Armin Rasch * Abstract

Armin Rasch * Abstract Optimization strategy for the identification of elastomer parameters of truck mountings for the improved adjustment of Multi-Body Simulation data with measured values on rough road conditions Armin Rasch

More information

Effect of Angular movement of Lifting Arm on Natural Frequency of Container Lifting Mechanism using Finite Element Modal Analysis

Effect of Angular movement of Lifting Arm on Natural Frequency of Container Lifting Mechanism using Finite Element Modal Analysis Effect of Angular movement of Lifting Arm on Natural Frequency of Container Lifting Mechanism using Finite Element Modal Analysis Khodu M Dhameliya, 2 Utpal V Shah, 3 Dhaval Makwana, 4 Mansi Yadav, 5 Ishankumar

More information

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21 [7] Torsion Page 1 of 21 [7] Torsion [7.1] Torsion [7.2] Statically Indeterminate Torsion [7] Torsion Page 2 of 21 [7.1] Torsion SHEAR STRAIN DUE TO TORSION 1) A shaft with a circular cross section is

More information

This document is a preview generated by EVS

This document is a preview generated by EVS INTERNATIONAL STANDARD ISO 18437-1 First edition 2012-08-15 Mechanical vibration and shock Characterization of the dynamic mechanical properties of visco-elastic materials Part 1: Principles and guidelines

More information

Hand Calculations of Rubber Bearing Seismic Izolation System for Irregular Buildings in Plane

Hand Calculations of Rubber Bearing Seismic Izolation System for Irregular Buildings in Plane Hand Calculations of Rubber Bearing Seismic Izolation System for Irregular Buildings in Plane Luan MURTAJ 1, Enkelejda MURTAJ 1 Pedagogue, Department of Structural Mechanics Faculty of Civil Engineering

More information

Chapter 2: Rigid Bar Supported by Two Buckled Struts under Axial, Harmonic, Displacement Excitation..14

Chapter 2: Rigid Bar Supported by Two Buckled Struts under Axial, Harmonic, Displacement Excitation..14 Table of Contents Chapter 1: Research Objectives and Literature Review..1 1.1 Introduction...1 1.2 Literature Review......3 1.2.1 Describing Vibration......3 1.2.2 Vibration Isolation.....6 1.2.2.1 Overview.

More information

The Design of Polyurethane Parts: Using Closed Solutions and Finite Element Analysis to Obtain Optimal Results

The Design of Polyurethane Parts: Using Closed Solutions and Finite Element Analysis to Obtain Optimal Results The Design of Polyurethane Parts: Using Closed Solutions and Finite Element Analysis to Obtain Optimal Results By: Richard Palinkas George Nybakken Ian Laskowitz Chemtura Corporation Overview How does

More information

Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground

Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground IOP Conference Series: Earth and Environmental Science PAPER OPEN ACCESS Computational Simulation of Dynamic Response of Vehicle Tatra T815 and the Ground To cite this article: Jozef Vlek and Veronika

More information

Friction Properties of Surface with Circular Micro-patterns

Friction Properties of Surface with Circular Micro-patterns Friction Properties of Surface with Circular Micro-patterns Hideo Koguchi Mechanical Engineering, 603- Kamitomioka, Nagaoka Univ. of Tech., Nagaoka, Niigata, Japan Email: koguchi@mech.nagaokaut.ac.jp Takayoshi

More information

Methods of Analysis. Force or Flexibility Method

Methods of Analysis. Force or Flexibility Method INTRODUCTION: The structural analysis is a mathematical process by which the response of a structure to specified loads is determined. This response is measured by determining the internal forces or stresses

More information

ENGINEERING MECHANICS

ENGINEERING MECHANICS ENGINEERING MECHANICS Engineering Mechanics Volume 2: Stresses, Strains, Displacements by C. HARTSUIJKER Delft University of Technology, Delft, The Netherlands and J.W. WELLEMAN Delft University of Technology,

More information

Lecture 6 mechanical system modeling equivalent mass gears

Lecture 6 mechanical system modeling equivalent mass gears M2794.25 Mechanical System Analysis 기계시스템해석 lecture 6,7,8 Dongjun Lee ( 이동준 ) Department of Mechanical & Aerospace Engineering Seoul National University Dongjun Lee Lecture 6 mechanical system modeling

More information

DYNAMIC RESPONSE OF EARTHQUAKE EXCITED INELASTIC PRIMARY- SECONDARY SYSTEMS

DYNAMIC RESPONSE OF EARTHQUAKE EXCITED INELASTIC PRIMARY- SECONDARY SYSTEMS DYNAMIC RESPONSE OF EARTHQUAKE EXCITED INELASTIC PRIMARY- SECONDARY SYSTEMS Christoph ADAM 1 And Peter A FOTIU 2 SUMMARY The objective of the paper is to investigate numerically the effect of ductile material

More information

EXPERIMENTAL VALIDATION OF RE-CENTRING CAPABILITY EVALUATION BASED ON ENERGY CONCEPTS

EXPERIMENTAL VALIDATION OF RE-CENTRING CAPABILITY EVALUATION BASED ON ENERGY CONCEPTS ABSTRACT : EXPERIMENTAL VALIDATION OF RE-CENTRING CAPABILITY EVALUATION BASED ON ENERGY CONCEPTS Renzo MEDEOT Chairman of CEN TC 340: Anti-seismic Devices Seismic Engineering Consultant E-mail: medeot@iol.it

More information

NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN

NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN Dr. J.M. Mahishi, Director Engineering MS&M Engineering Inc, Farmington Hills, MI, USA SUMMARY The Lower

More information

Hypersonic Vehicle (HSV) Modeling

Hypersonic Vehicle (HSV) Modeling Hypersonic Vehicle (HSV) Modeling Carlos E. S. Cesnik Associate Professor of Aerospace Engineering University of Michigan, Ann Arbor HSV Concentration MA Kickoff Meeting Ann Arbor, 29 August 2007 Team

More information

Metamaterials with tunable dynamic properties

Metamaterials with tunable dynamic properties Metamaterials with tunable dynamic properties Varvara Kouznetsova Marc Geers 6 October 2015 Mechanics of Materials Project aim development of new generation mechanical metamaterials with adaptive, tunable

More information

Lecture 15 Strain and stress in beams

Lecture 15 Strain and stress in beams Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME

More information

Step 1: Mathematical Modeling

Step 1: Mathematical Modeling 083 Mechanical Vibrations Lesson Vibration Analysis Procedure The analysis of a vibrating system usually involves four steps: mathematical modeling derivation of the governing uations solution of the uations

More information

INTRODUCTION TO STRAIN

INTRODUCTION TO STRAIN SIMPLE STRAIN INTRODUCTION TO STRAIN In general terms, Strain is a geometric quantity that measures the deformation of a body. There are two types of strain: normal strain: characterizes dimensional changes,

More information

Physical Science and Engineering. Course Information. Course Number: ME 100

Physical Science and Engineering. Course Information. Course Number: ME 100 Physical Science and Engineering Course Number: ME 100 Course Title: Course Information Basic Principles of Mechanics Academic Semester: Fall Academic Year: 2016-2017 Semester Start Date: 8/21/2016 Semester

More information

MATERIAL PROPERTIES test methods comment

MATERIAL PROPERTIES test methods comment Material: Colour: mixed cellular polyurethane red Standard Sylomer range Area of application: compression load deflection (depending on shape factor) Static : N/mm approx. 9% Operating load range: up to

More information

Dynamic Mechanical Analysis (DMA) of Polymers by Oscillatory Indentation

Dynamic Mechanical Analysis (DMA) of Polymers by Oscillatory Indentation Dynamic Mechanical Analysis (DMA) of Polymers by Oscillatory Indentation By Jennifer Hay, Nanomechanics, Inc. Abstract This application note teaches the theory and practice of measuring the complex modulus

More information

Final Exam Solution Dynamics :45 12:15. Problem 1 Bateau

Final Exam Solution Dynamics :45 12:15. Problem 1 Bateau Final Exam Solution Dynamics 2 191157140 31-01-2013 8:45 12:15 Problem 1 Bateau Bateau is a trapeze act by Cirque du Soleil in which artists perform aerial maneuvers on a boat shaped structure. The boat

More information

Finite Element Modelling with Plastic Hinges

Finite Element Modelling with Plastic Hinges 01/02/2016 Marco Donà Finite Element Modelling with Plastic Hinges 1 Plastic hinge approach A plastic hinge represents a concentrated post-yield behaviour in one or more degrees of freedom. Hinges only

More information

Unit 18 Other Issues In Buckling/Structural Instability

Unit 18 Other Issues In Buckling/Structural Instability Unit 18 Other Issues In Buckling/Structural Instability Readings: Rivello Timoshenko Jones 14.3, 14.5, 14.6, 14.7 (read these at least, others at your leisure ) Ch. 15, Ch. 16 Theory of Elastic Stability

More information

SIMULATION OF NONLINEAR VISCO-ELASTICITY

SIMULATION OF NONLINEAR VISCO-ELASTICITY SIMULATION OF NONLINEAR VISCO-ELASTICITY Kazuyoshi Miyamoto*, Hiroshi Yoshinaga*, Masaki Shiraishi*, Masahiko Ueda* *Sumitomo Rubber Industries,LTD. 1-1,2,Tsutsui-cho,Chuo-ku,Kobe 651-0071,Japan Key words;

More information

Sylodyn Material Data Sheet

Sylodyn Material Data Sheet ND Sylodyn Material Data Sheet Material Colour closed cellular polyurethane green Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn ND mm with Sylodyn ND Rolls:. m wide,.

More information

Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures

Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures Yung-Chang Tan Graduate Student Research Assistant Matthew P. Castanier Assistant Research Scientist

More information

Introduction to Mechanical Vibration

Introduction to Mechanical Vibration 2103433 Introduction to Mechanical Vibration Nopdanai Ajavakom (NAV) 1 Course Topics Introduction to Vibration What is vibration? Basic concepts of vibration Modeling Linearization Single-Degree-of-Freedom

More information

Soft Bodies. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies

Soft Bodies. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies Soft-Body Physics Soft Bodies Realistic objects are not purely rigid. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies Deformed

More information

GATE SOLUTIONS E N G I N E E R I N G

GATE SOLUTIONS E N G I N E E R I N G GATE SOLUTIONS C I V I L E N G I N E E R I N G From (1987-018) Office : F-16, (Lower Basement), Katwaria Sarai, New Delhi-110016 Phone : 011-65064 Mobile : 81309090, 9711853908 E-mail: info@iesmasterpublications.com,

More information

Software Verification

Software Verification EXAMPLE 6-003 LINK GAP ELEMENT PROBLEM DESCRIPTION This example uses a single-bay, single-story rigid frame to test the gap link element. This link element carries compression loads only; it has zero stiffness

More information

SEISMIC BASE ISOLATION

SEISMIC BASE ISOLATION SEISMIC BASE ISOLATION DESIGN OF BASE ISOLATION SYSTEMS IN BUILDINGS FILIPE RIBEIRO DE FIGUEIREDO SUMMARY The current paper aims to present the results of a study for the comparison of different base isolation

More information

STUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS

STUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS Bulletin of the Transilvania University of Braşov CIBv 2014 Vol. 7 (56) Special Issue No. 1-2014 STUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS R. NERIŞANU 1 D. DRĂGAN 1 M. SUCIU

More information

Dynamic analysis of a reinforced concrete shear wall with strain rate effect. Synopsis. Introduction

Dynamic analysis of a reinforced concrete shear wall with strain rate effect. Synopsis. Introduction Dynamic analysis of a reinforced concrete shear wall with strain rate effect Synopsis A simplified analysis method for a reinforced concrete shear wall structure considering strain rate effects is presented.

More information

Sylodyn Material Data Sheet

Sylodyn Material Data Sheet NF Sylodyn Material Data Sheet Material Colour closed cellular polyurethane violet Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn NF mm with Sylodyn NF Rolls:. m wide,.

More information

Sylodyn Material Data Sheet

Sylodyn Material Data Sheet NB Sylodyn Material Data Sheet Material Colour closed cellular polyurethane red Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn NB mm with Sylodyn NB Rolls:. m wide,. m

More information

A Review On Methodology Of Material Characterization And Finite Element Modelling Of Rubber-Like Materials

A Review On Methodology Of Material Characterization And Finite Element Modelling Of Rubber-Like Materials IOSR Journal of Engineering (IOSRJEN) ISSN (e): 50-301, ISSN (p): 78-8719 PP 06-10 www.iosrjen.org A Review On Methodology Of Material Characterization And Finite Element Modelling Of Rubber-Like Materials

More information

On Nonlinear Buckling and Collapse Analysis using Riks Method

On Nonlinear Buckling and Collapse Analysis using Riks Method Visit the SIMULIA Resource Center for more customer examples. On Nonlinear Buckling and Collapse Analysis using Riks Method Mingxin Zhao, Ph.D. UOP, A Honeywell Company, 50 East Algonquin Road, Des Plaines,

More information

deflection approx. 7 %** approx. 20 %** approx. 80 %** DIN EN ISO 527-3/5/100* DIN EN ISO 527-3/5/100* DIN 53515* DIN Getzner Werkstoffe

deflection approx. 7 %** approx. 20 %** approx. 80 %** DIN EN ISO 527-3/5/100* DIN EN ISO 527-3/5/100* DIN 53515* DIN Getzner Werkstoffe sylomer G Material Colour mixed cellular polyurethane yellow Standard Sylomer range Standard dimensions on stock thickness: with Sylomer G12 with Sylomer G25 rolls: 1.5 m wide, 5.0 m long stripes: max.

More information

5.5 Exercises for This Chapter Two-Axle Vehicle on Cosine Track Two-Axle Vehicle on Generally Periodic Track...

5.5 Exercises for This Chapter Two-Axle Vehicle on Cosine Track Two-Axle Vehicle on Generally Periodic Track... Contents 1 Introduction... 1 1.1 The Basic Function of the Wheel/rail System.... 1 1.2 Significance of Dynamics on the Operation of Rail Vehicles... 2 1.3 On the History of Research in the Field of Railway

More information

ENGINEERING MECHANICS: STATICS AND DYNAMICS

ENGINEERING MECHANICS: STATICS AND DYNAMICS ENGINEERING MECHANICS: STATICS AND DYNAMICS Dr. A.K. Tayal ENGINEERING MECHANICS STATICS AND DYNAMICS A.K. Tayal Ph. D. Formerly Professor Department of Mechanical Engineering Delhi College of Engineering

More information

Finite Element Modeling and Design of Honeycomb Sandwich Panels for Acoustic Performance

Finite Element Modeling and Design of Honeycomb Sandwich Panels for Acoustic Performance Clemson University TigerPrints All Theses Theses 5-2012 Finite Element Modeling and Design of Honeycomb Sandwich Panels for Acoustic Performance David Griese Clemson University, d.c.griese@gmail.com Follow

More information

INVESTIGATION OF JACOBSEN'S EQUIVALENT VISCOUS DAMPING APPROACH AS APPLIED TO DISPLACEMENT-BASED SEISMIC DESIGN

INVESTIGATION OF JACOBSEN'S EQUIVALENT VISCOUS DAMPING APPROACH AS APPLIED TO DISPLACEMENT-BASED SEISMIC DESIGN 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 228 INVESTIGATION OF JACOBSEN'S EQUIVALENT VISCOUS DAMPING APPROACH AS APPLIED TO DISPLACEMENT-BASED

More information

ME 207 Material Science I

ME 207 Material Science I ME 207 Material Science I Chapter 3 Properties in Tension and Compression Dr. İbrahim H. Yılmaz http://web.adanabtu.edu.tr/iyilmaz Automotive Engineering Adana Science and Technology University Introduction

More information

Ph.D. Preliminary Examination Analysis

Ph.D. Preliminary Examination Analysis UNIVERSITY OF CALIFORNIA, BERKELEY Spring Semester 2014 Dept. of Civil and Environmental Engineering Structural Engineering, Mechanics and Materials Name:......................................... Ph.D.

More information

Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013

Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013 Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013 Sihang Wei, Daniel Kuchma Slide 2 Outline Project Objectives

More information

University of Sheffield The development of finite elements for 3D structural analysis in fire

University of Sheffield The development of finite elements for 3D structural analysis in fire The development of finite elements for 3D structural analysis in fire Chaoming Yu, I. W. Burgess, Z. Huang, R. J. Plank Department of Civil and Structural Engineering StiFF 05/09/2006 3D composite structures

More information

Determination of Natural Frequency of Transportation Container by Experimental Modal Analysis

Determination of Natural Frequency of Transportation Container by Experimental Modal Analysis Determination of Natural Frequency of Transportation Container by Experimental Modal Analysis S.S.Pachpore1, S.N.Khan 2, Dr. S.S. Salunkhe 3,V.J.Jagtap 4 1( Student, RSSOER, JSPM NarheTecnicalCampus, Pune,

More information

BUCKLING OF VARIABLE CROSS-SECTIONS COLUMNS IN THE BRACED AND SWAY PLANE FRAMES

BUCKLING OF VARIABLE CROSS-SECTIONS COLUMNS IN THE BRACED AND SWAY PLANE FRAMES ROCZNIKI INŻYNIERII BUDOWLANEJ ZESZYT 16/016 Komisja Inżynierii Budowlanej Oddział Polskiej Akademii Nauk w Katowicach BUCKLING OF VARIABLE CROSS-SECTIONS COLUMNS IN THE BRACED AND SWAY PLANE FRAMES Ružica

More information

Exercise: concepts from chapter 8

Exercise: concepts from chapter 8 Reading: Fundamentals of Structural Geology, Ch 8 1) The following exercises explore elementary concepts associated with a linear elastic material that is isotropic and homogeneous with respect to elastic

More information

Table of Contents. Preface...xvii. Part 1. Level

Table of Contents. Preface...xvii. Part 1. Level Preface...xvii Part 1. Level 1... 1 Chapter 1. The Basics of Linear Elastic Behavior... 3 1.1. Cohesion forces... 4 1.2. The notion of stress... 6 1.2.1. Definition... 6 1.2.2. Graphical representation...

More information

Experiment Two (2) Torsional testing of Circular Shafts

Experiment Two (2) Torsional testing of Circular Shafts Experiment Two (2) Torsional testing of Circular Shafts Introduction: Torsion occurs when any shaft is subjected to a torque. This is true whether the shaft is rotating (such as drive shafts on engines,

More information

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS The 4 th World Conference on Earthquake Engineering October -7, 008, Beijing, China VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS K.

More information

Members Subjected to Torsional Loads

Members Subjected to Torsional Loads Members Subjected to Torsional Loads Torsion of circular shafts Definition of Torsion: Consider a shaft rigidly clamped at one end and twisted at the other end by a torque T = F.d applied in a plane perpendicular

More information

Matrix Method of Structural Analysis Prof. Amit Shaw Department of Civil Engineering Indian Institute of Technology, Kharagpur

Matrix Method of Structural Analysis Prof. Amit Shaw Department of Civil Engineering Indian Institute of Technology, Kharagpur Matrix Method of Structural Analysis Prof. Amit Shaw Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture 01 Introduction Hello everyone, welcome to the online course on Matrix

More information

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian ahmadian@iust.ac.ir Dynamic Response of MDOF Systems: Mode-Superposition Method Mode-Superposition Method:

More information

Dynamics of structures

Dynamics of structures Dynamics of structures 2.Vibrations: single degree of freedom system Arnaud Deraemaeker (aderaema@ulb.ac.be) 1 Outline of the chapter *One degree of freedom systems in real life Hypothesis Examples *Response

More information

Simulation in Computer Graphics Elastic Solids. Matthias Teschner

Simulation in Computer Graphics Elastic Solids. Matthias Teschner Simulation in Computer Graphics Elastic Solids Matthias Teschner Outline Introduction Elastic forces Miscellaneous Collision handling Visualization University of Freiburg Computer Science Department 2

More information

Damping of materials and members in structures

Damping of materials and members in structures Journal of Physics: Conference Series Damping of materials and members in structures To cite this article: F Orban 0 J. Phys.: Conf. Ser. 68 00 View the article online for updates and enhancements. Related

More information

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection Mechanics of Materials II Chapter III A review of the fundamental formulation of stress, strain, and deflection Outline Introduction Assumtions and limitations Axial loading Torsion of circular shafts

More information