Behaviour of R C elements in bending and tension: The problem of minimum reinforcement ratio

被引：23

作者：

Fantilli, AP ^{[1
]}

Ferretti, D ^{[1
]}

Iori, I ^{[1
]}

Vallini, P ^{[1
]}

机构：

[1] Politecn Torino, Dept Struct Engn, I-10129 Turin, Italy

来源：

MINIMUM REINFORCEMENT IN CONCRETE MEMBERS | 1999年 / 24卷

关键词：

R C beams; R C tendons; bond-slip; nonlinear fracture mechanics; minimum reinforcement; size effect;

D O I：

10.1016/S1566-1369(99)80063-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

To study the first cracked stage in R/C members in tension or bending two monodimensional models are proposed. The models analyse the transition from the pre-cracked stage to the post-cracked one by assuming a bond-slip relationship and one cohesive crack. The accuracy of these assumptions is checked by comparing the numerical results with some experimental data. The models are used to compute the minimum reinforcement ratio and to enlighten its size-effect.

引用

页码：99 / 125

页数：27

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