A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints
Through Experiment, we study the aseismic behavior of inserted reinforced concrete column-steel beam (RCS) composite joints. In order to design an RCS with endplate combination joint, we analyze simulation test joints on a basis of the static load test combining with finite element software ABAQUS....
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2021-01-01
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| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.1080/13467581.2020.1816547 |
| _version_ | 1797755649515323392 |
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| author | Yuhong Ling Jinghang Xu Zhenhai Guo Xingui Wen |
| author_facet | Yuhong Ling Jinghang Xu Zhenhai Guo Xingui Wen |
| author_sort | Yuhong Ling |
| collection | DOAJ |
| description | Through Experiment, we study the aseismic behavior of inserted reinforced concrete column-steel beam (RCS) composite joints. In order to design an RCS with endplate combination joint, we analyze simulation test joints on a basis of the static load test combining with finite element software ABAQUS. The numerical simulation results and the contract test results which include finite element simulation of load–displacement curve of bending moment–rotation curve and the components of yield sequence are basically the same as the experiment results. This uniformity verifies the reliability to use numerical simulation upon such problems. To compare with the ordinary reinforced concrete structures, the new type of inserted RCS composite joints is safer, and it presents a better seismic performance under the static load of the beam end. After we use numerical simulation to study the influential factors of six kinds of RCS combination of static performance including the axial compression ratio, steel insert length, the thickness of endplate, the ratio of the width of column section and beam section, the column concrete grade and four kinds of joint structure, we found that it does not only well perform on mechanical aspect but also is simple and convenient on the structure and construction of RCS composite nodes. |
| first_indexed | 2024-03-12T17:50:09Z |
| format | Article |
| id | doaj.art-090e000f1ea5433485446f344f1af8bb |
| institution | Directory Open Access Journal |
| issn | 1347-2852 |
| language | English |
| last_indexed | 2024-03-12T17:50:09Z |
| publishDate | 2021-01-01 |
| publisher | Taylor & Francis Group |
| record_format | Article |
| series | Journal of Asian Architecture and Building Engineering |
| spelling | doaj.art-090e000f1ea5433485446f344f1af8bb2023-08-03T09:07:50ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522021-01-01201446010.1080/13467581.2020.18165471816547A study on Static behavior of New Reinforced concrete column-steel beam Composite JointsYuhong Ling0Jinghang Xu1Zhenhai Guo2Xingui Wen3South China University of TechnologySouth China University of TechnologySouth China University of TechnologySouth China University of TechnologyThrough Experiment, we study the aseismic behavior of inserted reinforced concrete column-steel beam (RCS) composite joints. In order to design an RCS with endplate combination joint, we analyze simulation test joints on a basis of the static load test combining with finite element software ABAQUS. The numerical simulation results and the contract test results which include finite element simulation of load–displacement curve of bending moment–rotation curve and the components of yield sequence are basically the same as the experiment results. This uniformity verifies the reliability to use numerical simulation upon such problems. To compare with the ordinary reinforced concrete structures, the new type of inserted RCS composite joints is safer, and it presents a better seismic performance under the static load of the beam end. After we use numerical simulation to study the influential factors of six kinds of RCS combination of static performance including the axial compression ratio, steel insert length, the thickness of endplate, the ratio of the width of column section and beam section, the column concrete grade and four kinds of joint structure, we found that it does not only well perform on mechanical aspect but also is simple and convenient on the structure and construction of RCS composite nodes.http://dx.doi.org/10.1080/13467581.2020.1816547reinforced concrete columnsteel beamrcs composite jointseismic behavior |
| spellingShingle | Yuhong Ling Jinghang Xu Zhenhai Guo Xingui Wen A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints Journal of Asian Architecture and Building Engineering reinforced concrete column steel beam rcs composite joint seismic behavior |
| title | A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints |
| title_full | A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints |
| title_fullStr | A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints |
| title_full_unstemmed | A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints |
| title_short | A study on Static behavior of New Reinforced concrete column-steel beam Composite Joints |
| title_sort | study on static behavior of new reinforced concrete column steel beam composite joints |
| topic | reinforced concrete column steel beam rcs composite joint seismic behavior |
| url | http://dx.doi.org/10.1080/13467581.2020.1816547 |
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