Open AccessA new fatigue damage model for pavement concrete beams bearing multi-level bending loads
Author(s) -
Lei Liang,
Xingang Shi,
Yunhua Cui,
Le-fan Wang,
Xiaohui Yan
Publication year - 2021
Publication title -
plos one
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.99
H-Index - 332
ISSN - 1932-6203
DOI - 10.1371/journal.pone.0255048
Subject(s) - weibull distribution , structural engineering , bending , bearing (navigation) , materials science , acoustic emission , nonlinear system , flexural strength , stress (linguistics) , composite material , computer science , engineering , mathematics , linguistics , statistics , physics , philosophy , quantum mechanics , artificial intelligence
MTS-810 material testing machine and acoustic emission signal analyzer were adopted to explore the mechanical behavior of concrete beams broken by the static load and the nonlinear cumulative damage law of concrete beams broken by fatigue bending from single-stage loading. Then, by introducing the Ramesh Talreja’s Damage Criterion, the damage rule of single-stage loading was extended to the damage accumulation rule under multi-stage loading, and the results were verified by the results of two-stage and three-stage fatigue loading tests. Two main conclusions are achieved: first, affected by four-point bending load, the fatigue life of the concrete specimen is in line with the law of the two-parameter Weibull distribution, namely the higher the stress level is, the shorter the fatigue life is. Second, an obvious nonlinear relationship was discovered in the damage of concrete. The model deduced in this paper and the Palmgren-Miner linear damage accumulation model were adopted to compare the test results of flexural fatigue under single, two and three stage loads. The calculation results of this model were more reliable.