Open AccessAnalysis of bending failure process of RPC100 foot-slabs
Author(s) -
Weilong Zheng,
Shengtao Yuan,
Chuanwen Hu,
Wenbo Luo,
Shoufu Xie,
Shunchao Chen
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/371/2/022020
Subject(s) - structural engineering , bending , materials science , ductility (earth science) , foot (prosody) , composite material , engineering , creep , linguistics , philosophy
In order to study the failure modes of RPC100 foot-slabs, three pavement plates with the same calculated span were used for the uniaxial bending experiment. Meanwhile, the failure process of three groups of ordinary reinforced concrete was compared. The test showed that: during the experiment, the failure process of the two was basically the same, and RPC100 showed a certain ductility. So RPC100 foot-slabs was a plastic material.