Concrete Filled Square Steel Tubular Deep Beam subjected to Bending-shear

This study aims to investigate experimentally mechanical characteristics of S-CFT deep beam under bending-shear through symmetrically three-point loading test method with a constant axial load. Selected test parameters are shear span and the width-to-thickness ratios, which are ranging from 1.0 to 1...

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Bibliographic Details
Main Authors: Uenaka Kojiro, Tsunokake Hisao
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201713802014