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(Professor)
Name (Pinyin):
zhengshansuo
School/Department:
土木工程学院
Gender:
Male
Professional Title:
Professor
Status:
Employed
Discipline:
Structural Engineering
Engineering
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Email:
c620cf8104e7f706b78620231a598bffc875e105c954c02dfa376f84c9eeb0f211e96a02cd655927c7b5d333954f9c736a6935ec4aa1c47a510b1232f60d552ec549327ee059a37a0e73d11f1733ccc3d634b6508c2eba7ab48b244ff58586068f8437072463326ce4ca47448eeb16dc2b2920b497047cbb846f56dcc2651e00
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冻融循环作用后再生混凝土砖墙体抗震性能试验研究
Release time:
2024-08-09
Hits:
Affiliation of Author(s):
土木工程学院
Journal:
建筑结构学报
Key Words:
中文关键字:再生混凝土砖墙体; 冻融循环; 拟静力试验; 抗震性能,英文关键字:
Abstract:
为研究冻融循环对砌体结构抗震性能的影响,评估在役砌体结构的抗震能力,对再生混凝土砖墙体进行了冻融循环 后低周反复加载试验和有限元模拟分析,对比分析了墙体的破坏过程与特征、承载力与刚度退化、延性、耗能。结果表明: 经冻融循环作用后的再生混凝土砖墙体的破坏模式与未经冻融作用墙体略有不同,主要表现为初裂缝出现较早,且发展更 为迅速,裂缝多集中于砖块与砂浆的胶结面处,主斜裂缝发展伴有更多的微裂缝出现,破坏程度相对严重; 而未经冻融作用 墙片裂缝大多沿砖块延伸; 随着冻融循环次数的增加,墙体的受剪承载力、刚度、变形与耗能均有所降低; 当达到120 次冻 融循环时,墙体的承载力下降30%左右,初始刚度降低约40%,累计耗能降低约70%,斜向拉伸变形下降80%。
Note:
郑山锁
Co-author:
商效瑀,张奎,梁先锋,马德龙
First Author:
zhengshansuo
Indexed by:
Journal paper
Volume:
卷:36
Issue:
期:3
Page Number:
页:64-70
Translation or Not:
no
Date of Publication:
2015-03-01
Pre One:
酸性大气环境下多龄期钢框架柱抗震性能试验研究
Next One:
汶川地区震后钢筋混凝土框架结构的地震易损性研究
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