个人信息Personal Information
副教授
硕士生导师
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:水利工程系
学科:水工结构工程
办公地点:大连理工大学建设工程学部综合试验4号楼401室
联系方式:办公电话:0411-84709552 Email: huzhq@dlut.edu.cn
电子邮箱:huzhq@dlut.edu.cn
Deterioration of compressive property of concrete under simulated acid rain environment
点击次数:
论文类型:期刊论文
发表时间:2010-10-01
发表刊物:CONSTRUCTION AND BUILDING MATERIALS
收录刊物:SCIE、EI、Scopus
卷号:24
期号:10
页面范围:1975-1983
ISSN号:0950-0618
关键字:Concrete; Deterioration; Simulated acid rain environment; Mass loss; Compressive strength variation; Elastic modulus variation
摘要:This research was carried out to discover material property of concrete under acid rain environment quantitatively. Concrete prism samples were used in the experimental program. Ultrasonic nondestructive technique and computed tomography (CT) scanning technique, were conducted to determine damage depth of concrete. Compressive strength and elastic modulus tests were conducted to determine axial compressive strength and elastic modulus. Results of concrete corrosion depth, mass loss, compressive strength and elastic modulus were statistically analyzed and modeled. This study shows that ultrasonic testing is a reliable nondestructive method to measure the damage depth. Three damage indices corresponding to relative mass loss ratio, compressive strength variation, and elastic modulus variation are defined and calculated. The trends for the damage indices to the acidity of the solution are achieved. It is concluded that the damage index corresponding to relative compressive strength variation is more suitable for the damage description of deteriorated state of the concrete attacked by acid rain. (C) 2010 Elsevier Ltd. All rights reserved.