Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios

This paper proposes a direct analytical model to evaluate compressive arch action (CAA) of reinforced concrete (RC) beam-column sub-assemblages under middle column removal scenario (MCRS), incorporating bending curvature of the double-span beam, and different horizontal and rotational restraint cond...

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Main Authors: Bao, Yintong, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2024
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Online Access:https://hdl.handle.net/10356/176035
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1760352024-05-13T01:00:53Z Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios Bao, Yintong Tan, Kang Hai School of Civil and Environmental Engineering Engineering Analytical model Compressive arch action This paper proposes a direct analytical model to evaluate compressive arch action (CAA) of reinforced concrete (RC) beam-column sub-assemblages under middle column removal scenario (MCRS), incorporating bending curvature of the double-span beam, and different horizontal and rotational restraint conditions at the beam ends. Based on the proposed approach, the structural engineer can easily obtain the CAA peak capacity and the corresponding CAA displacement by hand calculations. Unlike the previous models in which the accuracy highly relies on pre-assumed CAA displacement, this prediction approach directly derives the CAA displacement and CAA capacity through force equilibrium, geometric relationship, compatibility and boundary conditions, incorporating various horizontal restraint conditions, span-to-depth ratio and section profile of the bridging beam. Comparison with existing test results in available literature indicates that this model not only gives good predictions of peak capacity, displacement and maximum axial beam force in CAA, but also incorporates the effect of horizontal restraint stiffness and working stress of compression reinforcement. Besides, a further simplified explicit model is proposed to enhance usability in practical design, and sensitive studies are conducted to study how the simplification affects the prediction accuracy of vertical CAA capacity and displacement. Thereafter, the proposed model is extended to substructures with orthogonal beams in X- and Y- directions to predict CAA capacity under different column removal scenarios such as interior, penultimate, edge and corner column removal cases. Defence Science and Technology Agency (DSTA) This research was supported by a research grant provided by “Vulnerability assessment of precast reinforced concrete structures to blast and subsequent progressive collapse” from Defence Science and Technology Agency (DSTA) in Singapore. Award No. NTU Ref: REQ0291549. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the view of DSTA of Singapore. 2024-05-13T01:00:53Z 2024-05-13T01:00:53Z 2024 Journal Article Bao, Y. & Tan, K. H. (2024). Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios. Engineering Structures, 304, 117694-. https://dx.doi.org/10.1016/j.engstruct.2024.117694 0141-0296 https://hdl.handle.net/10356/176035 10.1016/j.engstruct.2024.117694 2-s2.0-85185799889 304 117694 en NTU Ref: REQ0291549 Engineering Structures © 2024 Elsevier Ltd. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
Analytical model
Compressive arch action
spellingShingle Engineering
Analytical model
Compressive arch action
Bao, Yintong
Tan, Kang Hai
Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
description This paper proposes a direct analytical model to evaluate compressive arch action (CAA) of reinforced concrete (RC) beam-column sub-assemblages under middle column removal scenario (MCRS), incorporating bending curvature of the double-span beam, and different horizontal and rotational restraint conditions at the beam ends. Based on the proposed approach, the structural engineer can easily obtain the CAA peak capacity and the corresponding CAA displacement by hand calculations. Unlike the previous models in which the accuracy highly relies on pre-assumed CAA displacement, this prediction approach directly derives the CAA displacement and CAA capacity through force equilibrium, geometric relationship, compatibility and boundary conditions, incorporating various horizontal restraint conditions, span-to-depth ratio and section profile of the bridging beam. Comparison with existing test results in available literature indicates that this model not only gives good predictions of peak capacity, displacement and maximum axial beam force in CAA, but also incorporates the effect of horizontal restraint stiffness and working stress of compression reinforcement. Besides, a further simplified explicit model is proposed to enhance usability in practical design, and sensitive studies are conducted to study how the simplification affects the prediction accuracy of vertical CAA capacity and displacement. Thereafter, the proposed model is extended to substructures with orthogonal beams in X- and Y- directions to predict CAA capacity under different column removal scenarios such as interior, penultimate, edge and corner column removal cases.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Bao, Yintong
Tan, Kang Hai
format Article
author Bao, Yintong
Tan, Kang Hai
author_sort Bao, Yintong
title Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
title_short Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
title_full Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
title_fullStr Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
title_full_unstemmed Analytical model of compressive arch action for one-way RC beams and two-way framed substructures under column removal scenarios
title_sort analytical model of compressive arch action for one-way rc beams and two-way framed substructures under column removal scenarios
publishDate 2024
url https://hdl.handle.net/10356/176035
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