Open AccessComparative test and analysis on flexural behavior 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 - 10.1088/1755-1315/371/2/022021
Subject(s) - deflection (physics) , structural engineering , bending moment , test data , strain gauge , flexural strength , computer science , engineering , geotechnical engineering , physics , optics , programming language
In order to judge normal service condition of RPC100 foot-slabs, and study its application value in practical engineering. In this paper, the crack bending moment of RPC100 and ordinary reinforced concrete is compared by using the test method of hydraulic jack single point centralized loading simply supported plate, which combines with the test data of macroscopic observation, deflection and strain. The results show that the safety coefficient of RPC100 furrow cover applied to the pavement is greater than 1.8, which is in a safe state and can meet the demand for carrying capacity of the sidewalk in normal use.