FEA simulation of connection behaviour between steel-foam concrete composite panels

被引：0

作者：

Prabha, P. ^{[1
]}

Leela Bharathi, S.M. ^{[2
]}

Palani, G.S. ^{[1
]}

Senthil, R. ^{[3
]}

Theenathayalan, R. ^{[2
]}

机构：

[1] CSIR-Structural Engineering Research Centre, CSIR Campus, Taramani, Chennai,600 113, India

[2] Structural Engineering Department, MepcoSchlenk Engineering College, Sivakasi,626 005, India

[3] Department of Civil Engineering, Anna University, Guindy, Chennai,600 025, India

来源：

Journal of Structural Engineering (India) | 2017年 / 43卷 / 06期

关键词：

ABAQUS - Foams - Steel sheet - Buckling - Concretes - Floors - Studs (structural members);

D O I：

暂无

中图分类号：

学科分类号：

摘要：

This paper presents the details of the development and validation of finite element (FE) model by using ABAQUS/CAE Finite Element Analysis (FEA) software to simulate the connection behaviour between double skin composite wall and floor panels. The composite wall and floor panels consists of two skins of profiled steel sheet and infill of foam concrete connected together by through-through mild steel studs along the height and width to generate composite action. The connection between wall to wall panels is achieved by means of a composite connecting panel and between wall to floor panels by means of angles and bolts. A simplified half symmetric model of the specimen is developed. The top of the wall panel is subjected to constant axial compression load and the bending load is applied at the mid span of the floor panel. The simulation of failure mode, buckling patterns in the profiled steel sheet, load-floor deformation and connection behaviour by the simplified FE model are found to be comparable with those obtained from the experiments with reasonable degree of accuracy.

引用

页码：529 / 538