Numerical modelling of the shear-bond behaviour of composite slabs in four and six-point bending tests
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- 作者：José ; D. Rí ; os ; Hé ; ctor Cifuentes ; bulte@us.es ; Antonio Martí ; nez-De La Concha ; Fernando Medina-Reguera
- 关键词：Composite slab ; Shear-bond behaviour ; Profiled sheeting ; Longitudinal shear failure ; Finite element model
- 刊名：Engineering Structures
- 出版年：2017
- 出版时间：15 February 2017
- 年：2017
- 卷：133
- 期：Complete
- 页码：91-104
- 全文大小：2914 K
- 卷排序：133
文摘
A FE model to calculate the shear-bond behaviour on composite slabs. Experimental 6PB tests to validate the FE model for uniformly distributed loads. A useful FE model for 4PB and 6PB tests to pre-design and design composite slabs. The steel-concrete interface is defined as a non-linear shear-slip law of three data.