Shear Bearing Capacity of Framework Joints of Steel-Reinforced Concrete-Filled Circular Steel Tube

In this paper, in order to investigate the shear mechanism and shear capacity of framework joints of steel-reinforced concrete-filled circular steel tube (SRCFCST), a numerical finite element model reflecting the mechanical behavior of framework joints of SRCFCST column-reinforced concrete beam is e...

Full description

Saved in:
Bibliographic Details
Main Authors: Yongjun Lin, Kaiqi Liu, Tianxu Xiao, Chang Zhou
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2020/7324865
Tags: Add Tag
No Tags, Be the first to tag this record!