Progressive collapse assessment of prestressed concrete beams

In the realm of modern construction, prestressed strands are increasingly employed to enhance the resistance of structures against progressive collapse. To delve into the collapse mechanisms of unbonded and bonded prestressed concrete beam-column assemblies, this paper presents a parametric analysis...

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Main Authors: Lin, Haoran, Luo, Da, Li, Bing
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2024
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Online Access:https://hdl.handle.net/10356/176122
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1761222024-05-13T07:55:12Z Progressive collapse assessment of prestressed concrete beams Lin, Haoran Luo, Da Li, Bing School of Civil and Environmental Engineering Engineering Progressive collapse Concrete beam-column In the realm of modern construction, prestressed strands are increasingly employed to enhance the resistance of structures against progressive collapse. To delve into the collapse mechanisms of unbonded and bonded prestressed concrete beam-column assemblies, this paper presents a parametric analysis based on a calibrated finite element method. The influence of various parameters, including concrete compressive strength, top/bottom longitudinal reinforcement ratio, tendon ratio, tendon yield strength, and span/depth ratio, on two critical progressive collapse resistance mechanisms – compressive arch action (CAA) and catenary action (CTA) is thoroughly examined. Moreover, the impact of these variables on the displacement at fracture is also explored. The study reveals that the top/bottom longitudinal reinforcement ratio plays a significant role in enhancing the progressive collapse resistance capacity, while the contributions of concrete compressive strength and tendon yield strength are less pronounced. It is observed that the span/depth ratio alters the trend of tendon ratio and influences the change rates of other variables. Finally, these conclusions are corroborated by coefficients obtained from multiple linear regression. 2024-05-13T07:55:12Z 2024-05-13T07:55:12Z 2024 Journal Article Lin, H., Luo, D. & Li, B. (2024). Progressive collapse assessment of prestressed concrete beams. Structures, 61, 106118-. https://dx.doi.org/10.1016/j.istruc.2024.106118 2352-0124 https://hdl.handle.net/10356/176122 10.1016/j.istruc.2024.106118 2-s2.0-85186562531 61 106118 en Structures © 2024 Published by Elsevier Ltd on behalf of Institution of Structural Engineers.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
Progressive collapse
Concrete beam-column
spellingShingle Engineering
Progressive collapse
Concrete beam-column
Lin, Haoran
Luo, Da
Li, Bing
Progressive collapse assessment of prestressed concrete beams
description In the realm of modern construction, prestressed strands are increasingly employed to enhance the resistance of structures against progressive collapse. To delve into the collapse mechanisms of unbonded and bonded prestressed concrete beam-column assemblies, this paper presents a parametric analysis based on a calibrated finite element method. The influence of various parameters, including concrete compressive strength, top/bottom longitudinal reinforcement ratio, tendon ratio, tendon yield strength, and span/depth ratio, on two critical progressive collapse resistance mechanisms – compressive arch action (CAA) and catenary action (CTA) is thoroughly examined. Moreover, the impact of these variables on the displacement at fracture is also explored. The study reveals that the top/bottom longitudinal reinforcement ratio plays a significant role in enhancing the progressive collapse resistance capacity, while the contributions of concrete compressive strength and tendon yield strength are less pronounced. It is observed that the span/depth ratio alters the trend of tendon ratio and influences the change rates of other variables. Finally, these conclusions are corroborated by coefficients obtained from multiple linear regression.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Lin, Haoran
Luo, Da
Li, Bing
format Article
author Lin, Haoran
Luo, Da
Li, Bing
author_sort Lin, Haoran
title Progressive collapse assessment of prestressed concrete beams
title_short Progressive collapse assessment of prestressed concrete beams
title_full Progressive collapse assessment of prestressed concrete beams
title_fullStr Progressive collapse assessment of prestressed concrete beams
title_full_unstemmed Progressive collapse assessment of prestressed concrete beams
title_sort progressive collapse assessment of prestressed concrete beams
publishDate 2024
url https://hdl.handle.net/10356/176122
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