HPLP300 - Plate with Young modulus function of the temperature

Similar documents
SSNA109 - Tensile test with the model VISC_CIN2_CHAB

Code_Aster. SSNV160 - Hydrostatic test with the law CAM_CLAY

SSNP110 - Crack of edge in a rectangular plate finished in elastoplasticity

HSNV140 - Thermoplasticity with restoration of work hardening: test of blocked dilatometry

Code_Aster. SDLV123 - Computation of G elastodynamic in infinite medium for a plane crack finite length

Code_Aster. HSNV129 - Test of compression-dilation for study of the coupling thermics-cracking

SSNS106 Damage of a reinforced concrete plate under requests varied with model GLRC_DM

Code_Aster. SSNP161 Biaxial tests of Kupfer

Finite Element Method in Geotechnical Engineering

Code_Aster. HSNV120 - Tension hyper elastic of a bar under thermal loading

HPLP100 - Calculation of the rate of refund of the energy of a plate fissured in thermoelasticity

SDLS505 - Buckling of a cylindrical envelope under external pressure

ZZZZ120 - Calculation of an assembly pin-attaches

SSLL104 - Predeformations in a straight beam

Stress analysis of a stepped bar

SDLV121 - Wave planes shearing in an elastic column

Code_Aster. SDNL113 - Piping in the shape of quadrant (tests ELSA) under seismic loading

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

HSLA303 - Roll under pressure and thermal thermal expansion

TPNA300 - Generating tube of heat with variable conductivity

Content. Department of Mathematics University of Oslo

SSNV137 - Cable of prestressed in a Summarized concrete straight beam

SSNL141 beams multifibre and multimatériaux

INTRODUCTION TO STRAIN

SSNV221 Hydrostatic test with a behavior DRUCK_PRAGER linear and parabolic

SSNL141 - P multifibre and multimatériaux goatskin bottles

20. Rheology & Linear Elasticity

Code_Aster. SDLL14 - Modes of vibration of an elbow of thin piping

Example 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60.

Lecture 8. Stress Strain in Multi-dimension

Code_Aster. Law of behavior BETON_REGLE_PR

Nonlinear Thermo- Mechanics of Plates and Shallow Shells

3D Elasticity Theory

SDNV114 Simulation of benchmark SAFE - T5 veil

Fig. 1. Circular fiber and interphase between the fiber and the matrix.

HSLA303 - Cylinder under pressure and thermal dilation

Plane and axisymmetric models in Mentat & MARC. Tutorial with some Background

Two Posts to Fill On School Board

Code_Aster. SDNV114 Simulation of benchmark SAFE - T5 veil out of reinforced concrete

SDLV302 Modal analysis by under-structuring: bi-- supported beam

Code_Aster. A finite element of cable-pulley

Code_Aster. SHLL100 - Harmonic response of a bar per dynamic substructuring

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

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

Code_Aster. SDNL112 - Vibratory damage of origin of a clotheshanger of steam generator

On the geometric and material nonlinearity effects of polymeric thin plates or films on structural performance.

The Finite Element Method for the Analysis of Non-Linear and Dynamic Systems

SSNP102 - Rate of energy restitution for a plate notched in elastoplasticity: approaches Summarized

Code_Aster. SDLX02 - Piping: Problem of Hovgaard. Spectral analysis

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium

Code_Aster. SDLX02 - Piping: Problem of Hovgaard. Spectral analysis

Basic Equations of Elasticity

MECH 5312 Solid Mechanics II. Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso

Mechanical Properties of Materials

Code_Aster. SSNV235 - Influence of the temperature in the evolution of the creep of the laws of behavior KIT_RGI and BETON_BURGER

Homework 6: Energy methods, Implementing FEA.

Dr. D. Dinev, Department of Structural Mechanics, UACEG

SSNV235 - Law of behavior KIT_RGI : Influence of the temperature in the evolution of creep

Chapter 2. Formulation of Finite Element Method by Variational Principle

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases

Constitutive models. Constitutive model: determines P in terms of deformation

Finite Element Simulation of the Liquid Silicon Oriented Crystallization in a Graphite Mold

OWELL WEEKLY JOURNAL

Finite Element Method-Part II Isoparametric FE Formulation and some numerical examples Lecture 29 Smart and Micro Systems

ME FINITE ELEMENT ANALYSIS FORMULAS

SEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by

Steps in the Finite Element Method. Chung Hua University Department of Mechanical Engineering Dr. Ching I Chen

MEC-E8001 Finite Element Analysis, Exam (example) 2018

Code_Aster. SDLS07 - Clean modes of an envelope spherical thin

TPLV102 - Transport of heat by convection in a parallelepiped

Using the finite element method of structural analysis, determine displacements at nodes 1 and 2.

DROP-WEIGHT SYSTEM FOR DYNAMIC PRESSURE CALIBRATION

ELASTICITY (MDM 10203)

STRUCTURAL ANALYSIS OF A WESTFALL 2800 MIXER, BETA = 0.8 GFS R1. By Kimbal A. Hall, PE. Submitted to: WESTFALL MANUFACTURING COMPANY

EFFECTS OF THERMAL STRESSES AND BOUNDARY CONDITIONS ON THE RESPONSE OF A RECTANGULAR ELASTIC BODY MADE OF FGM

Example 37 - Analytical Beam

TRANSVERSE STRESSES IN SHEAR LAG OF BOX-GIRDER BRIDGES. Wang Yuan

Torsional Buckling of Double-Walled Carbon Nanotubes

CH 61 USING THE GCF IN EQUATIONS AND FORMULAS

Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends

Mechanics PhD Preliminary Spring 2017

Shear stresses around circular cylindrical openings

Code_Aster. Calculation algorithm of the densities of reinforcement

Gyroscopic matrixes of the straight beams and the discs

Exam paper: Biomechanics

15.1 The Regression Model: Analysis of Residuals

Module 10: Free Vibration of an Undampened 1D Cantilever Beam

The Finite Element Method

Sec. 14.3: Partial Derivatives. All of the following are ways of representing the derivative. y dx

CIV-E1060 Engineering Computation and Simulation Examination, December 12, 2017 / Niiranen

Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras. Module - 01 Lecture - 11

Stress Analysis Report

Sample Solutions of Assignment 10 for MAT3270B

Leaf Spring (Material, Contact, geometric nonlinearity)

IV B.Tech. I Semester Supplementary Examinations, February/March FINITE ELEMENT METHODS (Mechanical Engineering) Time: 3 Hours Max Marks: 80

Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su. ME 563: Nonlinear Finite Element Analysis.

MECHANICS OF MATERIALS

Back Analysis of Measured Displacements of Tunnels

International Journal of Advanced Engineering Technology E-ISSN

EFFECT OF ELLIPTIC OR CIRCULAR HOLES ON THE STRESS DISTRIBUTION IN PLATES

Transcription:

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 1/6 HPLP300 - Plate with Young modulus function of the temperature Summarized: This thermoelastic test makes it possible to compare the solution obtained by Code_Aster with an analytical solution, when the Young modulus aries in a nonlinear way compared to the temperature. This test is deduced from the test 3D HPLV100 described in [V7.03.100] (parallelepiped whose Young modulus is function of the temperature).

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 2/6 1 Problem of reference 1.1 Geometry Y, B D pressure Po H = 10 C1 O C X, U B1 A H 1.2 Material properties thermal Conductiity: =1 Young modulus: E 10000 =, T =température 8000 T Poisson's ratio: = 0. 3 1.3 Boundary conditions and loadings 1.3.1 Thermal T 0 =40 n = 4 on edge x=h/ 2 n = +4 on edge x= h/2

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 3/6 n = 3 on edge y=h/2 n = +3 on Mechanical y= h/2 1.3.2 edge Point O blocked ( u= =0 ) following Displacement x blocked in B uniform Pressure po being normally exerted on contour: po=1. 2 Reference solution 2.1 Method of calculating used for the reference solution the field of temperature is gien by: T = 4X 3Y 40 The field of displacements is gien by: C Ch u = Vp Bxy + ( x 2 y 2 ) + Dx + y 2 4 Vp B Ch = 2 ( y 2 x ) + Cxy + Dy y 2 4 where B=0.003 C=0.004 D=0.76 p = 1 po the strain field is gien by: ( ) ε = ε xx = ε yy = p By + Cx + D xy =0 The stress field is gien by: E 1000 p σ = σ xx = σ yy = ε = 1 800 T 1 + + = = 1 p po ( 0. 004x 0. 003y 0. 76)

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 4/6 2.2 Results of reference Temperature to the points O, A, B,C, D, B1,C1 Displacements at the points A, B, C, D, B1,C1 2.3 Uncertainty on the analytical solution Solution. 3 Modelization A 3.1 Characteristic of the modelization It acts of a modelization in plane stresses. there, B D C1 O A.C. X, U B1 Cutting: 4 4 limiting elements Conditions: 1) in O u= =0 2) B, u=0

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 5/6 3.2 Characteristic of the mesh Many nodes: 65 Number of meshes and type: 16 QUAD8 Name of the nodes O= N38 A=N1 B=N23 C= N16 D=N3 B1= N9 C1=N30 3.3 Quantities tested and Standard 3.4 Remarks Localization results of alue Reference Aster % difference Point A T 75. 75. 0. Point B T 25. 25. 0. Point C T 20. 20. 0. Point D T 5. 5. 0. Point B1 T 55. 55. 0. Point C1 T 60. 60. 0. Point O T 40. 40. 0. Point A u 2.68975 2.64249-1.75 2.55 2.55502 0.197 10.-17 10.-17.1.3 Item B u 0. 1.13-2.65125-2.68625-1.32 Item C u -2.695-2.694997-1.21 10-4 Item D u -2.7002-2.74751-1.749-2.695-2.69503 9.67 10-4 Item B1 u 0.0700 0.0699585-0.059 2.59875 2.63376 1.347 Point C1 u 2.625 2.62501 4.73 10-4 It is necessary to finely discretize the function E t to get satisfactory results. One took for this test 160 points of discretization, for the interal of temperatures [5., 75.].

Titre : HPLP300 - Plaque aec module d Young fonction de l[...] Date : 04/08/2011 Page : 6/6 4 Summary of the results the results got with Code_Aster are in concord with the analytical solution.