Experimental and numerical analysis of ferrocement RC composite

被引：0
|
作者：
Kumarasamy, Sridevi [1 ]
Sudhahar, A. [2 ]
Babu, D. L. Venkatesh [3 ]
Venatasubramani, R. [4 ]
机构：
[1] United Inst Technol, Coimbatore, Tamil Nadu, India
[2] DIMENSIONS, Coimbatore, Tamil Nadu, India
[3] JSS Acad Tech Educ, Bengaluru, India
[4] DSD Dr Mahalingam Coll Engn & Technol, Pollachi, Tamil Nadu, India
来源：
GRADEVINAR | 2017年 / 69卷 / 10期
关键词：
ferrocement; composite action; tensile strength; ductility; shear connector; BEAMS;
D O I：
10.14256/JCE.1799.2016
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The investigation of flexural behaviour of ferrocement elements that are used as permanent formwork in conventional reinforced concrete members is presented in the paper. Individual ferrocement panels are tested under two-point and midpoint load, and the load-deflection behaviour is then studied. The ferrocement panels are provided with shear connectors to investigate interaction between ferrocement and conventional RC members. The experimental results are compared with those obtained through finite element models using the ANSYS software, and a good correspondence of these results was established.
引用
收藏
页码：915 / 921
页数：7
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