Abstract: The solutions of the spherically symmetric, linear, isothermal, and transient viscoelasticity problems via reciprocity theorem have been investigated for a specific material. The integral form of stress–strain relations ...

Abstract: The direct shear behavior of concrete sections is evaluated using push-off specimens. The experimental program consists of three strain rates, ε˙=10−7  s−1, ε˙=10−5  s−1 and ε˙=10−3  s−1, that are used to understand how ...