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Shear Crack Control for High Strength Reinforced Concrete Beams Considering the Effect of Shear-Span to Depth Ratio of Member

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Figure

Fig. 1 Simplified crack-deformation model of column. a Flex-ural crack. b Shear crack.
Fig. 2 Setup for testing the HSRC beam specimens in this study. a Testing frame for the monotonic four-loading method.b Loading history
Fig. 3 are recorded in the experiment), the crack
Table 2 Testing results of reinforcement (SD785 and SD 685).
+7

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