Titlebook: Basic Principles of Concrete Structures; Xianglin Gu,Xianyu Jin,Yong Zhou Textbook 2016 Springer-Verlag Berlin Heidelberg and Tongji Unive

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Bending Behavior of Flexural Members,alls in Fig. 5.1, and girders, bent caps, and crash barriers in beam bridges in Figs. 5.2 and 5.3. Although flexural members have various section shapes, e.g., rectangular section, T-shaped section, box section, I-shaped section, and channel section, they can generally be categorized into two types

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Punching Shear and Bearing,n Fig. 9.1, under local compressions, which are perpendicular to the slabs and of high intensity. When the failure happens, circumferential cracks will appear on the top and bottom surfaces, and a truncated pyramid surrounded by the circumferential cracks will (or tends to) be separated from the sur

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