Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam

Anupama, P.N. / Anu, Mathew / Kumar, Kavya K.

The concrete filled steel tubular (CFST) columns consist of steel tube in-filled with concrete. The connections are the most important components of a CFST column and reinforced concrete beam structural system, since it combines the beams and the columns. In this paper, a through-beam ring connection for strengthening the joint between CFST column and RC beam is modeled using the finite element software package ANSYS and analysed the axial compressive behavior of the connection system. The numerical model is validated with the results available in the literature to confirm the structural efficiency of the ring beam connection system.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam

Anupama, P.N. / Anu, Mathew / Kumar, Kavya K.

The concrete filled steel tubular (CFST) columns consist of steel tube in-filled with concrete. The connections are the most important components of a CFST column and reinforced concrete beam structural system, since it combines the beams and the columns. In this paper, a through-beam ring connection for strengthening the joint between CFST column and RC beam is modeled using the finite element software package ANSYS and analysed the axial compressive behavior of the connection system. The numerical model is validated with the results available in the literature to confirm the structural efficiency of the ring beam connection system.

Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam

Anupama, P.N. / Anu, Mathew / Kumar, Kavya K.

The concrete filled steel tubular (CFST) columns consist of steel tube in-filled with concrete. The connections are the most important components of a CFST column and reinforced concrete beam structural system, since it combines the beams and the columns. In this paper, a through-beam ring connection for strengthening the joint between CFST column and RC beam is modeled using the finite element software package ANSYS and analysed the axial compressive behavior of the connection system. The numerical model is validated with the results available in the literature to confirm the structural efficiency of the ring beam connection system.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam

Contributors:

Anupama, P.N. / Anu, Mathew / Kumar, Kavya K.

Published in:

Applied Mechanics and Materials ; 857 ; 159-164

Publication date:

2016-11-15

Size:

6 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.857.159

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Ring Beam , Axial Compressive Behavior , Concrete Filled Steel Tubular (CFST) Column , Through-Beam Connection

Similar titles

Numerical Analysis of Through-Beam Connection between CFST Column and RC Beam

Anupama, P. N. / Anu, M. / Kumar, K. K. | British Library Conference Proceedings | 2017

Static Behavior of a Modified Through-Core Connection between CFST Column and Composite Beam

Qi-shi Zhou / Hua-wei Fu / Xu-hong Zhou et al. | DOAJ | 2019

Free access

Seismic behaviour of through-beam connection between square CFST columns and RC beams

Tang, Xu-Lin / Cai, Jian / Chen, Qing-Jun et al. | British Library Online Contents | 2016

Seismic behaviour of through-beam connection between square CFST columns and RC beams

Tang, Xu-Lin / Cai, Jian / Chen, Qing-Jun et al. | British Library Online Contents | 2016

Seismic behaviour of through-beam connection between square CFST columns and RC beams

Tang, Xu-Lin / Cai, Jian / Chen, Qing-Jun et al. | Elsevier | 2016