Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM

The traditional fixed-angle softened truss model (FASTM) procedure to compute the shear capacity of RC beams requires multiple iterations. The present paper analyzes the mechanical behaviours under the critical state of shear capacity of 367 RC simply supported beams with rectangular sections. Some...

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Main Authors: Ruisheng Feng, Zhongfu Xiang
Format: Article
Language:English
Published: Taylor & Francis Group 2020-01-01
Series:Systems Science & Control Engineering
Subjects:
Online Access:http://dx.doi.org/10.1080/21642583.2020.1737848
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author Ruisheng Feng
Zhongfu Xiang
author_facet Ruisheng Feng
Zhongfu Xiang
author_sort Ruisheng Feng
collection DOAJ
description The traditional fixed-angle softened truss model (FASTM) procedure to compute the shear capacity of RC beams requires multiple iterations. The present paper analyzes the mechanical behaviours under the critical state of shear capacity of 367 RC simply supported beams with rectangular sections. Some significant regressions have been captured in the statistical analysis of these 367 beams. A straightforward method to calculate the shear capacity of RC beams with rectangular section is proposed by introducing an additional regression relation into FASTM. The calculation results corresponding to this explicit calculation method are in good agreement with the test values and traditional FASTM.
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spelling doaj.art-ce47f12253cd4bc6add75a7f1786f71d2022-12-21T18:55:30ZengTaylor & Francis GroupSystems Science & Control Engineering2164-25832020-01-018122223110.1080/21642583.2020.17378481737848Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTMRuisheng Feng0Zhongfu Xiang1School of Civil Engineering, Chongqing Jiao tong UniversitySchool of Civil Engineering, Chongqing Jiao tong UniversityThe traditional fixed-angle softened truss model (FASTM) procedure to compute the shear capacity of RC beams requires multiple iterations. The present paper analyzes the mechanical behaviours under the critical state of shear capacity of 367 RC simply supported beams with rectangular sections. Some significant regressions have been captured in the statistical analysis of these 367 beams. A straightforward method to calculate the shear capacity of RC beams with rectangular section is proposed by introducing an additional regression relation into FASTM. The calculation results corresponding to this explicit calculation method are in good agreement with the test values and traditional FASTM.http://dx.doi.org/10.1080/21642583.2020.1737848reinforced concreteshear bearing capacityfixed angle softened trussexplicit calculation method
spellingShingle Ruisheng Feng
Zhongfu Xiang
Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
Systems Science & Control Engineering
reinforced concrete
shear bearing capacity
fixed angle softened truss
explicit calculation method
title Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
title_full Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
title_fullStr Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
title_full_unstemmed Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
title_short Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
title_sort explicit calculation method for shear bearing capacity of rc beam with rectangular section based on the fastm
topic reinforced concrete
shear bearing capacity
fixed angle softened truss
explicit calculation method
url http://dx.doi.org/10.1080/21642583.2020.1737848
work_keys_str_mv AT ruishengfeng explicitcalculationmethodforshearbearingcapacityofrcbeamwithrectangularsectionbasedonthefastm
AT zhongfuxiang explicitcalculationmethodforshearbearingcapacityofrcbeamwithrectangularsectionbasedonthefastm