|本期目录/Table of Contents|

[1]杨 进,霍静思,肖 岩.基于梁式试验法的CFRP布与钢材界面-动态粘结性能研究[J].建筑科学与工程学报,2015,32(02):98-103.
 YANG Jin,HUO Jing-si,XIAO Yan.Research on Dynamic Bond Behavior of CFRP Sheet-steel Interface Based on Beam Test Method[J].Journal of Architecture and Civil Engineering,2015,32(02):98-103.
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基于梁式试验法的CFRP布与钢材界面-动态粘结性能研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年02期
页码:
98-103
栏目:
出版日期:
2015-03-30

文章信息/Info

Title:
Research on Dynamic Bond Behavior of CFRP Sheet-steel Interface Based on Beam Test Method
作者:
杨 进霍静思肖 岩
湖南大学建筑安全与节能教育部重点实验室
Author(s):
YANG Jin, HUO Jing-si, XIAO Yan
Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education, Hunan University
关键词:
CFRP梁式试验法界面粘结性能冲击荷载静力荷载
Keywords:
CFRP beam test method interface bond behavior impact load static load
分类号:
-
DOI:
-
文献标志码:
A
摘要:
针对碳纤维增强复合材料(CFRP)加固结构构件常发生界面过早剥离破坏的问题,进行了4个粘贴CFRP布试件的冲击试验和2个静力对比试验,主要研究CFRP与钢材界面动态粘结性能。从界面的破坏形态、CFRP应变分布以及荷载滑移曲线等方面,对冲击荷载和静力荷载下CFRP与钢材界面动态粘结性能进行了对比分析。在试验的基础上,提出了基于梁式试验法的局部粘结应力滑移本构关系计算方法。结果表明:冲击荷载下CFRP应变分布曲线与静力荷载下相比更加陡峭;界面极限动态承载力有所提高。
Abstract:
According to the problem that carbon fiber reinforced polymers (CFRP) prematurely debond from the strengthened structure members, four specimens bonded with CFRP sheet under impact load and two specimens under static load were tested. The dynamic bond behavior of CFRP sheet-steel interface was mainly investigated. The failure modes, the strain distribution of CFRP as well as loadslip curves under impact load were compared with those of static load to study dynamic interfacial bond behavior. Based on the tests, calculation method of bond-slip constitutive relations based on beam test method was proposed. The results show that the strain distribution gradient of CFRP sheet under impact load is sharper than those under static load, and interfacial ultimate bond strength is increased.

参考文献/References:

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备注/Memo

备注/Memo:
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更新日期/Last Update: 2015-03-31