Sct l 1.2. Tn a plane strain problem, we have -20 coapsi, ơ,--1000) psi -30 x 10°psi,v.3 Determine the value of the...
Sct l 1.2. Tn a plane strain problem, we have -20 coapsi, ơ,--1000) psi -30 x 10°psi,v.3 Determine the value of the Stress". 1.3. If a displacement tield is described hy determine e, . epT" al te point x-1.)-. し8. A long rod is s tjected ta loading anda temperature rerate of 3r c ne total strain at paint 's measured to he 1.2 10-s If E-200 GPa and α-12 x 1r'nc. determine the stress at the point.
Sct l 1.2. Tn a plane strain problem, we have -20 coapsi, ơ,--1000) psi -30 x 10°psi,v.3 Determine the value of the Stress". 1.3. If a displacement tield is described hy determine e, . epT" al te point x-1.)-. し8. A long rod is s tjected ta loading anda temperature rerate of 3r c ne total strain at paint 's measured to he 1.2 10-s If E-200 GPa and α-12 x 1r'nc. determine the stress at the point.