Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion
Corrosion causes reduction in cross-sectional area of reinforcement, deterioration of mechanical properties, and degradation of bonding properties between reinforced concrete, which are the most important factors leading to the degradation of structural service performance. In order to investigate t...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Publishing Corporation
2023
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/39763/ http://umpir.ump.edu.my/id/eprint/39763/1/Progressive%20Collapse%20Resistance%20Mechanism%20of%20RC%20Frame%20Structure.pdf |
| _version_ | 1848825860040163328 |
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| author | Bao, Chao Lv, Dahai Wang, Huxiang Zhang, Yuhang Ma, Xiaotong Lim, Kar Sing Zhang, Juping |
| author_facet | Bao, Chao Lv, Dahai Wang, Huxiang Zhang, Yuhang Ma, Xiaotong Lim, Kar Sing Zhang, Juping |
| author_sort | Bao, Chao |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Corrosion causes reduction in cross-sectional area of reinforcement, deterioration of mechanical properties, and degradation of bonding properties between reinforced concrete, which are the most important factors leading to the degradation of structural service performance. In order to investigate the progressive collapse mechanism of a corroded reinforced concrete frame structure, the failure modes, characteristics of the vertical displacement, and load capacity are studied using the finite element method. Based on existing experimental research, the established model is verified, and the influence of different influencing factors on the progressive collapse mechanism is analyzed. The results show that the corrosion of the reinforcement affects the yield load, peak load, and ultimate load of the reinforced concrete substructure. As the corrosion rate increases, the tensile arch action shows a particularly severe deterioration. The variation of concrete strength and the height–span ratio affects the substructure’s load-bearing capacity much more significantly than the stirrup spacing. |
| first_indexed | 2025-11-15T03:35:38Z |
| format | Article |
| id | ump-39763 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T03:35:38Z |
| publishDate | 2023 |
| publisher | Hindawi Publishing Corporation |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-397632023-12-27T03:47:38Z http://umpir.ump.edu.my/id/eprint/39763/ Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion Bao, Chao Lv, Dahai Wang, Huxiang Zhang, Yuhang Ma, Xiaotong Lim, Kar Sing Zhang, Juping TA Engineering (General). Civil engineering (General) TH Building construction Corrosion causes reduction in cross-sectional area of reinforcement, deterioration of mechanical properties, and degradation of bonding properties between reinforced concrete, which are the most important factors leading to the degradation of structural service performance. In order to investigate the progressive collapse mechanism of a corroded reinforced concrete frame structure, the failure modes, characteristics of the vertical displacement, and load capacity are studied using the finite element method. Based on existing experimental research, the established model is verified, and the influence of different influencing factors on the progressive collapse mechanism is analyzed. The results show that the corrosion of the reinforcement affects the yield load, peak load, and ultimate load of the reinforced concrete substructure. As the corrosion rate increases, the tensile arch action shows a particularly severe deterioration. The variation of concrete strength and the height–span ratio affects the substructure’s load-bearing capacity much more significantly than the stirrup spacing. Hindawi Publishing Corporation 2023-06 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/39763/1/Progressive%20Collapse%20Resistance%20Mechanism%20of%20RC%20Frame%20Structure.pdf Bao, Chao and Lv, Dahai and Wang, Huxiang and Zhang, Yuhang and Ma, Xiaotong and Lim, Kar Sing and Zhang, Juping (2023) Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion. Modelling and Simulation in Engineering, 2023 (4451011). pp. 1-21. ISSN 1687-5591. (Published) https://doi.org/10.1155/2023/4451011 https://doi.org/10.1155/2023/4451011 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TH Building construction Bao, Chao Lv, Dahai Wang, Huxiang Zhang, Yuhang Ma, Xiaotong Lim, Kar Sing Zhang, Juping Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title | Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title_full | Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title_fullStr | Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title_full_unstemmed | Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title_short | Progressive collapse resistance mechanism of RC frame structure considering reinforcement corrosion |
| title_sort | progressive collapse resistance mechanism of rc frame structure considering reinforcement corrosion |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/39763/ http://umpir.ump.edu.my/id/eprint/39763/ http://umpir.ump.edu.my/id/eprint/39763/ http://umpir.ump.edu.my/id/eprint/39763/1/Progressive%20Collapse%20Resistance%20Mechanism%20of%20RC%20Frame%20Structure.pdf |