使用被动包裹系统加强孤立的方脚

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xin-Zheng Lu, R. Aboutaha
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引用次数: 1

摘要

介绍了三种新型隔震基础加固体系:BFRP包覆体系、CFRP包覆体系和钢护套体系。所提出的系统比目前的传统方法更实用,传统方法需要安装许多销钉和拼接钢筋来连接新旧混凝土段。在提出的三种新系统中,在扩大基础的外表面安装BFRP包层,CFRP包层或钢护套,并在接触面应用施工胶或一些钢销钉。为了考察这三个系统的有效性,在ABAQUS中构建了44个模型,考虑了不同的参数。所有被调查的基础都在冲剪中失效,包括原始基础和改造基础。有限元分析结果和参数分析表明,三种加固体系均能提高基础的抗冲剪能力。通过引入新的因子n,对欧洲规范2中的冲剪方程进行修正,以预测加固基础的冲剪抗力。建立了一个线性公式来表示新因子n与所研究参数之间的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strengthening of isolated square footings using passive wrapping systems
This paper introduced three new strengthening systems for isolated footings: BFRP wrapping system, CFRP wrapping system, and steel jacketing system. The proposed systems are more practical than the current traditional methods, which involves installing many dowel bars and splicing reinforcing steels to join new and old concrete segments. In the proposed three new systems, BFRP wraps, CFRP wraps, or steel jackets are installed on the exterior surface of the enlarged footing, with construction adhesive or a few steel dowels being applied to the contact surfaces. To investigate the effectiveness of three systems, forty-four models were constructed in ABAQUS, with different parameters being considered. All footings investigated failed in punching shear, including original and retrofitted footings. According to FEA results and parametric studies, the three strengthening systems were capable of improving the punching shear resistance of footings. By introducing a new factor n, the punching shear equation in Eurocode 2 was modified to predict the punching shear resistances of the strengthened footings. A linear formula was developed to present the relationship between the new factor n and the investigated parameters.
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来源期刊
Computers and Concrete
Computers and Concrete 工程技术-材料科学:表征与测试
CiteScore
8.60
自引率
7.30%
发文量
0
审稿时长
13.5 months
期刊介绍: Computers and Concrete is An International Journal that focuses on the computer applications in be considered suitable for publication in the journal. The journal covers the topics related to computational mechanics of concrete and modeling of concrete structures including plasticity fracture mechanics creep thermo-mechanics dynamic effects reliability and safety concepts automated design procedures stochastic mechanics performance under extreme conditions.
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