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What is Strain Transformation Methods about?

Let A=Exy- 350(10) B=Ey- 400(10) C=Eyy- 675(10) a) Princiole strains E1,2 = A+B ±(B2 - AC)1/2 = -350 + 400 ± (4002 - 675x400)1/2 = 50 ± 725 = -675, 775 b) Maxinum in-plare shear strain Ymax = (B2 - AC)1/2/2 = 725/2 = 362.5 Average normal strain Eavg = (A + B + C)/3 = (

Author

MUHAMMAD KHUSAIRI JOHARI

Language

EN