Finite Analysis of Concrete Frame Retrofitted Using CFRP Based on Fiber Element Model in OpenSees

机译：基于OpenSees纤维单元模型的CFRP加固混凝土框架有限元分析。

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The fiber element model is used in OpenSees to analyze the strengthened concrete framework structures for earthquake-resistant behaviors. The OpenSees has been developed as an open-source, object oriented software framework for structural and geotechnical simulation applications in earthquake engineering using finite element methods. The analysis results are compared with the experiment results. It has been found out that fiber element model in OpenSees can capture the bearing capacity and seismic performance of the components and structures retrofitted with CFRP effectively.

机译：OpenSees中使用纤维单元模型来分析钢筋混凝土框架结构的抗震性能。 OpenSees已开发为一种面向对象的开源软件框架，用于地震工程中使用有限元方法的结构和岩土仿真应用。将分析结果与实验结果进行比较。已经发现，OpenSees中的纤维单元模型可以有效捕获CFRP改造后的组件和结构的承载力和抗震性能。

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来源
《The First Anniversary of Wenchuan Earthquake（纪念汶川地震一周年国际学术会议）》|2009年|379-383|共5页
会议地点 Chengdu(CN)
作者
Kui Zhou; Wei Li;
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作者单位

Depart.of Civil Engineering, University of Shanghai for Science and Technology, Shanghai, China;

Depart.of Civil Engineering, University of Shanghai for Science and Technology, Shanghai, China;

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会议组织
原文格式 PDF
正文语种 eng
中图分类
关键词
Fiber element model; OpenSees; CFRP; Concrete framework; Earthquake-resistant behavior;

机译：纤维单元模型； OpenSees； CFRP；混凝土框架；抗震性能;

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专利

1. The Use of Hashin Damage Criteria, CFRP-Concrete Interface and Concrete Damage Plasticity Models in 3D Finite Element Modeling of Retrofitted Reinforced Concrete Beams with CFRP Sheets [J] . Bsisu Khair Al-Deen, Hussein Husam H., Sargand Shad M. Arabian Journal for Science and Engineering . 2017,第3期

机译：Hashin损伤准则，CFRP-混凝土界面和混凝土损伤可塑性模型在CFRP板加固钢筋混凝土梁的3D有限元建模中的使用
2. Finite Element Modeling On Behaviour Of Reinforced Concrete Beam Column Joints Retrofitted With CFRP Sheets Using Ansys [J] . T. Subramani, S.Krishnan, M.S.Saravanan, International Journal of Engineering Research and Applications . 2014,第12期

机译：基于Ansys的CFRP片加固钢筋混凝土梁柱节点行为的有限元建模。
3. Finite Element Modeling On Behaviour Of Reinforced Concrete Beam Column Joints Retrofitted With CFRP Sheets Using Ansys [J] . T. Subramani, S.Krishnan, M.S.Saravanan, International Journal of Engineering Research and Applications . 2014,第12期

机译：基于Ansys的CFRP片加固钢筋混凝土梁柱节点行为的有限元建模。
4. Finite Analysis of Concrete Frame Retrofitted Using CFRP Based on Fiber Element Model in OpenSees [C] . International conference on earthquake engineering-anniversary of Wenchuan earthquake . 2009

机译：基于开放式纤维元素模型的CFRP混凝土框架有限分析
5. Modeling Transversal Support from Nanofiber Z-Threads to a Carbon Fiber by Finite Element Analysis of Multiple Carbon Fiber Reinforced Plastic (CFRP) Composite Unit Cells: A Potential Mechanism to Enhance Carbon Fiber Compressive Stability [D] . Kim, Keonhyeong 2019

机译：通过对多个碳纤维增强塑料（CFRP）复合单元电池进行有限元分析，对从纳米纤维Z螺纹到碳纤维的横向支撑进行建模：增强碳纤维压缩稳定性的潜在机制
6. Research on Finite Element Model Modification of Carbon Fiber Reinforced Plastic (CFRP) Laminated Structures Based on Correlation Analysis and an Approximate Model [O] . Yizheng Zhang, Yu’e Yang, Wenhao Du, 2019

机译：基于相关分析和近似模型的碳纤维增强塑料（CFRP）层合结构有限元模型修正研究
7. Finite Element Modeling of a Multi-Storeyed Retrofitted Reinforced Concrete Frame [O] . Beena Kumari 2013

机译：多层改装钢筋混凝土框架的有限元模拟

Finite Analysis of Concrete Frame Retrofitted Using CFRP Based on Fiber Element Model in OpenSees

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