Crack Resistance Properties of HPFRC Beam-Column Joints under Cyclic Load

To investigate the crack resistance properties of high-performance fiber-reinforced concrete (HPFRC) beam-column joints, quasi-static tests of twenty-four beam-column joint specimens were performed. Test specimen variables included joint types, size effect, axial compression ratio, stirrup ratio in...

Full description

Saved in:
Bibliographic Details
Main Authors: Dehong Wang, Yanzhong Ju, Hao Shen
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2019/8361095
Tags: Add Tag
No Tags, Be the first to tag this record!