Shear of structural concrete members and pure mode II testing

Hans W. Reinhardt, Joško Ošbolt, Shilang Xu, Abebe Dinku
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引用次数: 60

Abstract

The analysis of concrete members under shear action requires reliable material parameters. A new testing method has been developed which yields pure mode II. This has been demonstrated by numerical analysis as well as by analytical treatment. Tests have been performed on a high strength concrete (cylinder compressive strength of 85 MPa) which confirm the theoretical predictions. It is discussed how the new achievements can be used in predicting a size effect in concrete members under shear action.

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结构混凝土构件剪切及纯II型试验
分析受剪切作用的混凝土构件需要可靠的材料参数。开发了一种新的测试方法,可以产生纯II型。数值分析和解析处理都证明了这一点。在高强度混凝土(圆柱抗压强度为85 MPa)上进行了试验,验证了理论预测。讨论了如何利用这些新成果来预测受剪切作用下混凝土构件的尺寸效应。
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