Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings

There are a number of reasons for considering web openings in steel structures with I-sections. Design of these structural members is always a practical challenge in steel construction. There are several design methods available in the literature for design of these components. Most of these methods...

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Autor principal:	Vahid Akrami
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	steel beam web opening strut model shear strength finite element Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/75d9c17d80c6422788891a6852051e17
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spelling	oai:doaj.org-article:75d9c17d80c6422788891a6852051e172021-11-08T15:54:55ZDevelopment of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings2476-39772538-261610.22065/jsce.2019.202614.1958https://doaj.org/article/75d9c17d80c6422788891a6852051e172021-07-01T00:00:00Zhttps://www.jsce.ir/article_96680_d4156662146b853c5294e11adf3d6b39.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616There are a number of reasons for considering web openings in steel structures with I-sections. Design of these structural members is always a practical challenge in steel construction. There are several design methods available in the literature for design of these components. Most of these methods rely on the moment-shear-axial interaction curves. However, the preliminary studies have shown that the real performance of these reduced sections is in the form of diagonal struts. The objective of this study is to present a new model based on the tensile and compressive action of diagonal struts at reduced web region to calculate shear strength of the perforated section.For this purpose, the geometry and dimensions of the diagonal struts are described and the shear strength of reduced section is calculated accordingly. To assess the accuracy of proposed geometry and dimensions for diagonal struts, a topology optimization is conducted for two finite element models and results are compared to the proposed values based on which a good agreement is found between optimized and proposed geometries. Next, design curves are presented for calculation of shear strength followed by comparison of proposed model and its predictions with the ones obtained from numerical analysis. Comparing the predictions of the proposed model with the results of 120 finite element samples, the absolute mean error and standard deviation of absolute error were calculated to be 6% and 3.7%, respectively. This comparison shows that, although the presented model is simple and easy to use, it has acceptable accuracy and can be utilized for calculation of shear strength in perforated steel I-beams.Vahid AkramiIranian Society of Structrual Engineering (ISSE)articlesteel beamweb openingstrut modelshear strengthfinite elementBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 5, Pp 179-197 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	steel beam web opening strut model shear strength finite element Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	steel beam web opening strut model shear strength finite element Bridge engineering TG1-470 Building construction TH1-9745 Vahid Akrami Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
description	There are a number of reasons for considering web openings in steel structures with I-sections. Design of these structural members is always a practical challenge in steel construction. There are several design methods available in the literature for design of these components. Most of these methods rely on the moment-shear-axial interaction curves. However, the preliminary studies have shown that the real performance of these reduced sections is in the form of diagonal struts. The objective of this study is to present a new model based on the tensile and compressive action of diagonal struts at reduced web region to calculate shear strength of the perforated section.For this purpose, the geometry and dimensions of the diagonal struts are described and the shear strength of reduced section is calculated accordingly. To assess the accuracy of proposed geometry and dimensions for diagonal struts, a topology optimization is conducted for two finite element models and results are compared to the proposed values based on which a good agreement is found between optimized and proposed geometries. Next, design curves are presented for calculation of shear strength followed by comparison of proposed model and its predictions with the ones obtained from numerical analysis. Comparing the predictions of the proposed model with the results of 120 finite element samples, the absolute mean error and standard deviation of absolute error were calculated to be 6% and 3.7%, respectively. This comparison shows that, although the presented model is simple and easy to use, it has acceptable accuracy and can be utilized for calculation of shear strength in perforated steel I-beams.
format	article
author	Vahid Akrami
author_facet	Vahid Akrami
author_sort	Vahid Akrami
title	Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
title_short	Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
title_full	Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
title_fullStr	Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
title_full_unstemmed	Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings
title_sort	development of strut model for evaluating shear capacity of beams with elongated circular web openings
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/75d9c17d80c6422788891a6852051e17
work_keys_str_mv	AT vahidakrami developmentofstrutmodelforevaluatingshearcapacityofbeamswithelongatedcircularwebopenings
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Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings

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