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Erschienen in:
2016 | OriginalPaper | Buchkapitel
7. Shear
verfasst von : Xianglin Gu, Xianyu Jin, Yong Zhou
Erschienen in: Basic Principles of Concrete Structures
Verlag: Springer Berlin Heidelberg
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Abstract
Reinforced concrete structural members such as beams, columns, tie bars, and walls are subject to two types of failure: (1) normal section failure by bending and (2) inclined section failure by shear. Generally, bending moment and shear force appear in a member simultaneously. However, which type of failure will happen depends on which internal force exceeds the corresponding bearing capacity of the member.