Abstract: The validity range of an integral averaging computation of the shear capacity that is carried by transverse reinforcement in circular RC elements is examined. A discrete computation of the shear capacity, which is based ...

Abstract: In many cases, small-scale modeling requires the scaling up of the gravitational acceleration. Yet this requirement sets a technical problem, and unless the use of a centrifuge is available, it is not fulfilled. Consequently ...

Abstract: The upper limit to the tension reinforcement ratio in flexural RC members is based on the requirement that tension failure as well as sufficient rotation capacity are ensured at ultimate limit state. However, the provisions ...

Abstract: The moment capacity and failure modes of four types of beams with high reinforcement ratios are reported. The tests were planned and conducted in order to examine a quantitative measure that had been proposed to evaluate ...

Abstract: This paper presents relatively simple, analytically derived curves to model the axial and the lateral stress-strain relations of circular concrete columns. The analytical curves describe the full elastoplastic behavior of ...