Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column
Through applying MSC.Marc nonlinear finite element software, this research is to explore the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading. The result shows that the MSC.Marc calculation results are quite consistent with the experimental data, and ca...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2016-01-01
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| Series: | MATEC Web of Conferences |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.1051/matecconf/20166703003 |
| _version_ | 1818360355117596672 |
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| author | Zhang Shuai Chen Shao-ji Li Zhe Zhang Jian-shan |
| author_facet | Zhang Shuai Chen Shao-ji Li Zhe Zhang Jian-shan |
| author_sort | Zhang Shuai |
| collection | DOAJ |
| description | Through applying MSC.Marc nonlinear finite element software, this research is to explore the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading. The result shows that the MSC.Marc calculation results are quite consistent with the experimental data, and can objectively reflect the mechanical properties of steel reinforced concrete special-shaped columns. These mean that the MSC.Marc software can be used for performing simulation analysis on the steel reinforced concrete special-shaped column hysteretic performance. Through changing the axial compression ratio, shear span ratio and load angle to research the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading, the main conclusions are as follows: The bearing capacity of steel reinforced concrete t-shaped cross section column decreases with the increase of shear span ratio;
displacement ductility decreases with the increase of axial compression ratio; mechanical properties of the web load are superior to the ones of the flange load. |
| first_indexed | 2024-12-13T20:59:28Z |
| format | Article |
| id | doaj.art-92a3ba35e8cf422bb5164531f1faefd6 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-13T20:59:28Z |
| publishDate | 2016-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-92a3ba35e8cf422bb5164531f1faefd62022-12-21T23:31:39ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01670300310.1051/matecconf/20166703003matecconf_smae2016_03003Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped ColumnZhang Shuai0Chen Shao-ji1Li Zhe2Zhang Jian-shan3China United Northwest Institute for Engineering Design & Research Co.,LtdCenter for Quality Supervision of Building Engineering in ZhanjiangDepartment of civil engineering,Xi &an university of technologyChina JiKan research Institute of Engineering investigations and design,Co., LtdThrough applying MSC.Marc nonlinear finite element software, this research is to explore the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading. The result shows that the MSC.Marc calculation results are quite consistent with the experimental data, and can objectively reflect the mechanical properties of steel reinforced concrete special-shaped columns. These mean that the MSC.Marc software can be used for performing simulation analysis on the steel reinforced concrete special-shaped column hysteretic performance. Through changing the axial compression ratio, shear span ratio and load angle to research the ductility performance of steel reinforced concrete T-shaped columns under reciprocating loading, the main conclusions are as follows: The bearing capacity of steel reinforced concrete t-shaped cross section column decreases with the increase of shear span ratio; displacement ductility decreases with the increase of axial compression ratio; mechanical properties of the web load are superior to the ones of the flange load.http://dx.doi.org/10.1051/matecconf/20166703003Steel Reinforced Concrete T-shaped ColumnHysteretic PerformanceAxial Compression RatioShear Span RatioLoad Angle |
| spellingShingle | Zhang Shuai Chen Shao-ji Li Zhe Zhang Jian-shan Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column MATEC Web of Conferences Steel Reinforced Concrete T-shaped Column Hysteretic Performance Axial Compression Ratio Shear Span Ratio Load Angle |
| title | Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column |
| title_full | Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column |
| title_fullStr | Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column |
| title_full_unstemmed | Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column |
| title_short | Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column |
| title_sort | research on hysteretic performance of steel reinforced concrete t shaped column |
| topic | Steel Reinforced Concrete T-shaped Column Hysteretic Performance Axial Compression Ratio Shear Span Ratio Load Angle |
| url | http://dx.doi.org/10.1051/matecconf/20166703003 |
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