Shear design of short-span beams [PDF]
Magazine of Concrete Research, 2010 Eurocode 2 presents two alternative methods for accounting for arching action in beams. The simplest option is to reduce the component of shear force owing to loads applied within 2d of the support by the multiple av/2d (where av is the clear shear span and d is the effective depth).
Sagaseta, J, Vollum, RL
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Effect of shear span-to-depth ratio on posttensioned concrete crane beams shear capacity [PDF]
MATEC Web of Conferences, 2020 The shear span-to-depth ratio has the most significant influence on the shear capacity of beams and determines their failure mode. The subject of the current project is the shear capacity of precast posttensioned concrete crane beams disassembled after more than fifty years of being used in an industrial plant. The paper gives the theoretical basis for
Wit Derkowski, Rafał Walczak
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Effect of shear span-to-depth ratio on the shear behavior of BFRP-RC deep beams [PDF]
MATEC Web of Conferences, 2017 This study investigates the shear behavior of deep concrete beams reinforced with basalt fiber reinforced polymer (BFRP) bars for flexure without web reinforcements. The experimental testing performed herein consisted of a total of 4 short beams, three of which were reinforced with BFRP and one beam was reinforced with steel bars.
Alhamad Siyam +5 more
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Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span-Depth Ratio. [PDF]
Materials (Basel), 2020 This study aimed to investigate the shear capacity performance for eight deep beams with HTRB600 reinforced high strength concrete under concentrated load to enable a better understanding of the effects of shear span–depth ratio, longitudinal ...
Zhang JH, Li SS, Xie W, Guo YD.
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Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear [PDF]
, 1989 Development of continuity between precast prestressed bridge girders by post-tensioning the insitu top slab In the regions of hogging moment is a relatively new technique which forms the basis for this research study.
Jayanandana, Aluthjage Don Chandrathilaka
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EFFECT OF WEB OPENING'S SHAPE ON THE BEHAVIOR OF HYBRID REINFORCED CONCRETE DEEP BEAMS UNDER REPEATED LOADING [PDF]
Journal of Engineering and Sustainable Development, 2019 This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape.
Dr. Sawsan Akram Hassan +1 more
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Effect of shear span-to-depth ratio on behavior of sandwich core steel girder with corrugated web
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2022 Girders with corrugated steel web are preferred and widely used in recently constructed bridges and industrial buildings. Sandwich core girders with corrugated web are constructed by adding two plates (skins) to the corrugated web.
Mazin D. Abdullah +2 more
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Supplementary Material for Shear et al.
, 2021 Supplemental material for the manuscript, "Comparative Safety and Benefit-Risk Profile of Biologics and Oral Treatments for Moderate-to-Severe Plaque Psoriasis: a Network Meta-Analysis of Clinical Trial Data," by Shear et ...
Shear, N
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Reinforced Concrete Corbels Shear Test: The Triangular-Truss Method Evaluation
Buildings, 2022 In this paper, five reinforced concrete double-corbel specimens with the same designed bearing capacity are produced according to the triangular-truss method (TTM) in GB 50010-2010.
Yuan Huang, Bing Han, Wenmeng Yin
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SHEAR CAPACITY OF HIGH-STRENGTH CONCRETE BEAMS WITH THEIR POINT OF INFLECTION WITHIN THE SHEAR SPAN. [PDF]
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1998 j The shear strength of concrete does not increase in proportion with the concrete grade. Thus, when high-strength concrete is used in place of normal-strength concrete, the shear capacity of the structure could become critical. In the study presented, the effect of concrete strength on the shear capacity of concrete beams was investigated. As previous
Kwan, AKH, Pam, HJ, Islam, MS
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