stress analysis
TRANSCRIPT
STRESS ANALYSIS OF AN ISOTROPIC MATERIAL
(MECH 6441)
ByAhmad Abo-Mathkoor 6145531Asmita Dubey 9796924Daniel Modric 6062539Rohit Katarya 6306160
PROBLEM STATEMENT
Point Co-ordinates Before Loading Co-ordinates After Loading
A 0,0,20 0.0001, 0.0002, 20
B 30, 0, 20 30.0001, 0.0, 20.0004
C 30, 10, 20 29.9997, 10.0003, 19.9996
D 0, 10, 20 0.0004, 10.0009, 19.9995
E 0, 0, 0 0, 0, 0.0
F 30, 0, 0 30.0009, 0.0001, 0.00026
G 30,10,0 29.9996, 10.00033, 0
H 0, 10, 0 0.00011, 9.9996, 0.00021
I 0, 0, 10 0.00019, 0.00027, 9.9998
J 30, 5, 20 30.0006, 4.9997, 20.0005
K 15, 10, 20 15.0007, 9.9998, 20.0003
A block made of an isotropic material with dimensions of 30 mm X 20 mm X 10 mm is shown. The coordinates of each corner before and after loading with the addition two extra points (J and K)
The aim of the project
To determine displacements, stresses, strains, principle stresses and strains at the mid-point of each edge of the block.
To determine the change in stress distribution, principle stresses and strains, octahedral stresses at the midpoint of each edge due to temperature change.
To evaluate the most sensitive edge of the block due to temperature change.
Plot and discuss the results with increment of temperature by 5 degree in the range of 0-25 degrees.
Analyse the effect of temperature with increment of 20 degrees on change in octahedral stress of constraints (a) The bottom edge at the front face and (b) the top edge of the block at the rear face.
Property of an Isotropic material
An Isotropic material, has the same properties in every direction. Most material have mechanical properties which are independent of particular coordinate directions, and such material are called the isotropic material. When a solid body or a structure made of isotropic material possesses elastic symmetry that is the symmetric directions exist in the solid body.
Basic definitions and equations used
• Displacements
• strains, , +, +, +• Stresses
• Octahedral Normal and shear stress: [¿𝜎 𝑥
¿𝜎 𝑦
¿𝜎 𝑧
¿𝜏𝑥𝑦
¿𝜏 𝑦𝑧
¿𝜏 𝑥𝑧
]=[𝜆+2𝐺 𝜆 𝜆 0 0 0𝜆 𝜆+2𝐺 𝜆 0 0 0𝜆 𝜆 𝜆+2𝐺 0 0 00 0 0 𝐺 0 00 0 0 0 𝐺 00 0 0 0 0 𝐺
] [¿𝜀𝑥
¿ 𝜀𝑦
¿𝜀𝑧
¿𝜏𝑥𝑦
¿𝜏 𝑦𝑧
¿𝜏𝑥𝑧
]−[¿𝑐 𝛥𝑇¿𝑐 𝛥𝑇¿𝑐 𝛥𝑇
¿0¿0¿0
]
MATLAB programing for finding stress, strains with or without temperature effects
• The programming software MATLAB was used to calculate all of the objectives. various functions that the main program calls upon followed by a flow chart to help the reader understand how the main program works.
RESULTSDisplacementCoefficien
tValue ( * 10-3)
C0 0
C1 0.1167
C2 -0.0029
C3 0.2910
C4 -0.0280
C5 0.0330
C6 -0.0014
C7 -0.0047
C8 -0.0015
C9 0.0010
C10 0.0001Coefficients in the u direction
Coefficient Value ( * 10-3)D0 0
D1 -0.1033
D2 0.0036
D3 -0.2200
D4 0.0180
D5 0.0440
D6 -0.0017
D7 0.0021
D8 -0.0005
D9 0.0055
D10 -0.0002
Coefficients in the v direction
Coefficient Value ( * 10-3)
E0 0
E1 0.1087
E2 -0.0033
E3 0.2210
E4 -0.0200
E5 -0.0400
E6 0.0020
E7 -0.0016
E8 0.0002
E9 -0.0035
E10 0Coefficients in the w direction
STRAINS
Stress
Change in Octahedral Stress
AB BC CD DA BF FG GC GH HE EF DH AE0
5
10
15
20
25
Change in Octahedral Stress
AB BC CD DA BF FG GC GH HE EF DH AE0
102030405060708090
100
Change in Equivalent Stresses (TRESCA)
Variation of Temperature (0-25°C) in 5°C Increments
strains
Change in Octahedral Stress
Comparison
Two Constrained Edges
• No Temperature Change• To compare the effect of temperature change, it must first be
calculated without a temperature change. The figures in annex VIII show the principle stresses the principle strains and the octahedral stresses.
• 20°C Temperature Change• The figures in annex IX show the principle stresses the principle
strains and the octahedral stresses after the thermal loading.• Comparison of Octahedral Stress• The following figure shows the change in octahedral stress.