Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls
Steel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized. The lateral resistance and deformation capacity of the shear wall are greatly improved. This paper investigates the deformation...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/9701324 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832564768522633216 |
|---|---|
| author | Zhi Zhou Jiang Qian Wei Huang |
| author_facet | Zhi Zhou Jiang Qian Wei Huang |
| author_sort | Zhi Zhou |
| collection | DOAJ |
| description | Steel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized. The lateral resistance and deformation capacity of the shear wall are greatly improved. This paper investigates the deformation capacity of the SPRC shear wall under cyclic loads. A nonlinear 3-D finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to obtain the yield and ultimate rotation of SPRC shear walls with flexural failure. By statistical analyses, formulas for the yield and ultimate rotation of SPRC shear wall were proposed. |
| format | Article |
| id | doaj-art-98746ef4187d4513b2b209e12b905e61 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-98746ef4187d4513b2b209e12b905e612025-02-03T01:10:17ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/97013249701324Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear WallsZhi Zhou0Jiang Qian1Wei Huang2State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, ChinaState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, ChinaHubei Key Laboratory of Theory and Application of Advanced Materials Mechanics, School of Science, Wuhan University of Technology, Wuhan 430070, ChinaSteel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized. The lateral resistance and deformation capacity of the shear wall are greatly improved. This paper investigates the deformation capacity of the SPRC shear wall under cyclic loads. A nonlinear 3-D finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to obtain the yield and ultimate rotation of SPRC shear walls with flexural failure. By statistical analyses, formulas for the yield and ultimate rotation of SPRC shear wall were proposed.http://dx.doi.org/10.1155/2019/9701324 |
| spellingShingle | Zhi Zhou Jiang Qian Wei Huang Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls Advances in Civil Engineering |
| title | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls |
| title_full | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls |
| title_fullStr | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls |
| title_full_unstemmed | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls |
| title_short | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls |
| title_sort | numerical study on deformation capacity of steel plate reinforced concrete shear walls |
| url | http://dx.doi.org/10.1155/2019/9701324 |
| work_keys_str_mv | AT zhizhou numericalstudyondeformationcapacityofsteelplatereinforcedconcreteshearwalls AT jiangqian numericalstudyondeformationcapacityofsteelplatereinforcedconcreteshearwalls AT weihuang numericalstudyondeformationcapacityofsteelplatereinforcedconcreteshearwalls |