Behavior of Rectangular-Sectional Steel Tubular Columns Filled with High-Strength Steel Fiber Reinforced Concrete Under Axial Compression

Behavior of Rectangular-Sectional Steel Tubular Columns Filled with High-Strength Steel Fiber Reinforced Concrete Under Axial Compression

This paper studies the effect of high-strength steel fiber reinforced concrete (SFRC) on the axial compression behavior of rectangular-sectional SFRC-filled steel tube columns. The purpose is to improve the integrated bearing capacity of these composite columns. Nine rectangular-sectional SFRC-fille...

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Bibliographic Details
Main Authors: Shiming Liu, Xinxin Ding, Xiaoke Li, Yongjian Liu, Shunbo Zhao
Format: Article
Language:English
Published: MDPI AG 2019-08-01
Series:Materials
Subjects:
rectangular-sectional concrete-filled steel tube column
steel fiber reinforced concrete
perfobond rib
steel plate rib
axial compression
bearing capacity
ductility
energy dissipation capacity
Online Access:https://www.mdpi.com/1996-1944/12/17/2716

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https://www.mdpi.com/1996-1944/12/17/2716

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