Mechanical Behavior of Damaged H-Section Steel Structure
Steel structures are usually damaged by disasters. According to the influence law of the damage on the elastic modulus of steel obtained by the mechanical test of damaged steel, the average elastic moduli of H-section steel members were analyzed. The equations for calculating the average elastic mod...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/8247670 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832552773006131200 |
|---|---|
| author | Xibing Hu Rui Chen Yuxuan Xiang Yafang Chen Qingshan Li |
| author_facet | Xibing Hu Rui Chen Yuxuan Xiang Yafang Chen Qingshan Li |
| author_sort | Xibing Hu |
| collection | DOAJ |
| description | Steel structures are usually damaged by disasters. According to the influence law of the damage on the elastic modulus of steel obtained by the mechanical test of damaged steel, the average elastic moduli of H-section steel members were analyzed. The equations for calculating the average elastic moduli of damaged H-section steel members at different damage degrees were obtained. By using the analytical cross-sectional method, the cross-sectional M-Φ-P relationships and the dimensionless parameter equations of the H-sections in the full-sectional elastic distribution, single-sided plastic distribution, and double-sided plastic distribution were derived. On the basis of the cross-sectional M-Φ-P relationships and dimensionless parameters of actual steel members, the approximate calculation equations for the damaged cross sections were obtained. The Newmark method was used to analyze the deformation of damaged steel columns. Analytical results show good agreement with the test results. The equations and methods proposed in this study have high computational accuracy, and these can be applied to the cross-sectional M-Φ-P relationships and deformation calculation of damaged steel members. |
| format | Article |
| id | doaj-art-5c18e0b47b7343bf9a62d52ab2a52e5f |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-5c18e0b47b7343bf9a62d52ab2a52e5f2025-02-03T05:57:50ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/82476708247670Mechanical Behavior of Damaged H-Section Steel StructureXibing Hu0Rui Chen1Yuxuan Xiang2Yafang Chen3Qingshan Li4College of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, ChinaCollege of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, ChinaChangsha Engineering and Research Institute Ltd. of Nonferrous Metallurgy, Changsha 410004, ChinaHunan Architectural Design Institute Limited Company, Changsha 410004, ChinaChangsha Sanyuan Steel Structure Co. Ltd, Changsha 410004, ChinaSteel structures are usually damaged by disasters. According to the influence law of the damage on the elastic modulus of steel obtained by the mechanical test of damaged steel, the average elastic moduli of H-section steel members were analyzed. The equations for calculating the average elastic moduli of damaged H-section steel members at different damage degrees were obtained. By using the analytical cross-sectional method, the cross-sectional M-Φ-P relationships and the dimensionless parameter equations of the H-sections in the full-sectional elastic distribution, single-sided plastic distribution, and double-sided plastic distribution were derived. On the basis of the cross-sectional M-Φ-P relationships and dimensionless parameters of actual steel members, the approximate calculation equations for the damaged cross sections were obtained. The Newmark method was used to analyze the deformation of damaged steel columns. Analytical results show good agreement with the test results. The equations and methods proposed in this study have high computational accuracy, and these can be applied to the cross-sectional M-Φ-P relationships and deformation calculation of damaged steel members.http://dx.doi.org/10.1155/2021/8247670 |
| spellingShingle | Xibing Hu Rui Chen Yuxuan Xiang Yafang Chen Qingshan Li Mechanical Behavior of Damaged H-Section Steel Structure Advances in Civil Engineering |
| title | Mechanical Behavior of Damaged H-Section Steel Structure |
| title_full | Mechanical Behavior of Damaged H-Section Steel Structure |
| title_fullStr | Mechanical Behavior of Damaged H-Section Steel Structure |
| title_full_unstemmed | Mechanical Behavior of Damaged H-Section Steel Structure |
| title_short | Mechanical Behavior of Damaged H-Section Steel Structure |
| title_sort | mechanical behavior of damaged h section steel structure |
| url | http://dx.doi.org/10.1155/2021/8247670 |
| work_keys_str_mv | AT xibinghu mechanicalbehaviorofdamagedhsectionsteelstructure AT ruichen mechanicalbehaviorofdamagedhsectionsteelstructure AT yuxuanxiang mechanicalbehaviorofdamagedhsectionsteelstructure AT yafangchen mechanicalbehaviorofdamagedhsectionsteelstructure AT qingshanli mechanicalbehaviorofdamagedhsectionsteelstructure |