中文
MOBILE Version
郑山锁
Click:
Updata time:
.
.
Home
Scientific Research
Research Field
Paper Publications
Patents
Published Books
Research Projects
Teaching Research
Teaching Resources
Teaching Information
Teaching Achievement
Awards and Honours
Enrollment Information
Student Information
My Album
Blog
Personal Information
(Professor)
Name (Pinyin):
zhengshansuo
School/Department:
土木工程学院
Gender:
Male
Professional Title:
Professor
Status:
Employed
Discipline:
Structural Engineering
Engineering
Other Contact Information
Email:
c620cf8104e7f706b78620231a598bffc875e105c954c02dfa376f84c9eeb0f211e96a02cd655927c7b5d333954f9c736a6935ec4aa1c47a510b1232f60d552ec549327ee059a37a0e73d11f1733ccc3d634b6508c2eba7ab48b244ff58586068f8437072463326ce4ca47448eeb16dc2b2920b497047cbb846f56dcc2651e00
Paper Publications
Home
>
Scientific Research
>
Paper Publications
近海大气环境下锈蚀RC框架梁恢复力模型研究
Release time:
2024-08-09
Hits:
Affiliation of Author(s):
土木工程学院
Journal:
工程力学
Key Words:
近海大气环境;RC框架梁;锈蚀;滞回特性;恢复力模型;
Abstract:
为了研究近海大气环境下锈蚀RC框架梁的抗震性能,对8榀经受不同盐雾腐蚀循环作用的RC框架梁进行了低周反复加载试验,分析RC框架梁的滞回特性。基于试验结果,得到了带有负刚度段的三折线骨架曲线,并根据完好构件恢复力模型特征参数,得到了考虑钢筋锈蚀率和配箍率的锈蚀RC框架梁骨架曲线特征点计算公式。采用回归分析法,得到基于滞回耗能的循环退化指数,通过循环退化指数建立可综合考虑构件的捏拢效应、强度退化、卸载刚度退化、硬化刚度退化和再加载刚度加速退化的锈蚀RC框架梁恢复力模型。研究表明:随着钢筋锈蚀程度的增加,锈蚀RC框架梁的抗震性能劣化较明显,滞回耗能逐渐降低;配箍率对锈蚀RC框架梁恢复力特性的影响与未锈蚀RC框架梁相似;所建立的恢复力模型能够较好的描述锈蚀RC框架梁的滞回特性,可为该类结构的弹塑性时程分析提供理论参考。
First Author:
huweibing,zhengshansuo
Indexed by:
Journal paper
Correspondence Author:
曹琛,赵彦堂,郑捷,周炎
Discipline:
Engineering
Volume:
中文核心期刊:125-134,10
ISSN No.:
1000-4750
Translation or Not:
no
Date of Publication:
2019-04-22
Pre One:
Study on failure criteria and constitutive relationships of high strength and high performance concrete applied to steel reinforced concrete composite structures
Next One:
人工盐雾环境下锈蚀箍筋约束混凝土本构试验
Back
Top