A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression
This paper presents an effective method of parameter ascertainment for the skeleton curve of corroded compression-bending members to establish its restoring force model. An assumption which considers the skeleton curve of damaged and undamaged members has similar shape is introduced into the fitting...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2018-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/3959870 |
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| _version_ | 1849398731053465600 |
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| author | G. F. Chen Y. Z. Zhang X. J. Zhu |
| author_facet | G. F. Chen Y. Z. Zhang X. J. Zhu |
| author_sort | G. F. Chen |
| collection | DOAJ |
| description | This paper presents an effective method of parameter ascertainment for the skeleton curve of corroded compression-bending members to establish its restoring force model. An assumption which considers the skeleton curve of damaged and undamaged members has similar shape is introduced into the fitting process of parameters. Meanwhile, two-dimensional plane section assumption is used to simplify the mathematical model and reduce the computational cost. Several sets of experimental data were compared with the prediction by the method developed in this paper, for its verification. The case studies show that the experimental trends can be captured very well. |
| format | Article |
| id | doaj-art-a5cc8cc6e67d46b39cdda4ab958678c5 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-a5cc8cc6e67d46b39cdda4ab958678c52025-08-20T03:38:31ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/39598703959870A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and CompressionG. F. Chen0Y. Z. Zhang1X. J. Zhu2Department of Civil Engineering, Harbin Institute of Technology, Weihai 264209, ChinaDepartment of Civil Engineering, Harbin Institute of Technology, Weihai 264209, ChinaDepartment of Civil Engineering, Harbin Institute of Technology, Weihai 264209, ChinaThis paper presents an effective method of parameter ascertainment for the skeleton curve of corroded compression-bending members to establish its restoring force model. An assumption which considers the skeleton curve of damaged and undamaged members has similar shape is introduced into the fitting process of parameters. Meanwhile, two-dimensional plane section assumption is used to simplify the mathematical model and reduce the computational cost. Several sets of experimental data were compared with the prediction by the method developed in this paper, for its verification. The case studies show that the experimental trends can be captured very well.http://dx.doi.org/10.1155/2018/3959870 |
| spellingShingle | G. F. Chen Y. Z. Zhang X. J. Zhu A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression Advances in Materials Science and Engineering |
| title | A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression |
| title_full | A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression |
| title_fullStr | A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression |
| title_full_unstemmed | A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression |
| title_short | A Parameter Ascertainment Method for the Skeleton Curve of Corroded Reinforcement Concrete Members with Flexure and Compression |
| title_sort | parameter ascertainment method for the skeleton curve of corroded reinforcement concrete members with flexure and compression |
| url | http://dx.doi.org/10.1155/2018/3959870 |
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