Damage of concrete experiencing flexural fatigue load and closed freeze/thaw cycles simultaneously

被引：69

作者：

Li, Wenting ^{[1
]}

Sun, Wei ^{[1
]}

Jiang, Jinyang ^{[1
]}

机构：

[1] Southeast Univ, Sch Civil Engn, Nanjing 211189, Peoples R China

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2011年 / 25卷 / 05期

关键词：

Damage; Fatigue; Freeze/thaw; Simultaneous; Combined; CRACKING; PERMEABILITY;

D O I：

10.1016/j.conbuildmat.2010.12.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The damage evolution of concrete subjected to 4-point flexural fatigue load and closed freeze/thaw cycles simultaneously was experimentally studied. The responses on a separate fatigue load at 20 degrees C and -25 degrees C were tested to simulate the specimens with "thawed" or "frozen" pore water respectively. This damage, characterized by the residual strain, is 15.7% lower of the "frozen" state and 30.8% higher caused by the two loads than that of the "thawed" state. More interfacial cracking related signals were observed in the frequency domain using acoustic emission. The micrographys illustrate the cracks originate from the two damage sources, referring to the pores and the interfacial zones. (C) 2010 Elsevier Ltd. All rights reserved,

引用

页码：2604 / 2610

页数：7

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