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 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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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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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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CivilEng, 2023 Unlike steel reinforcements in concrete, Fiber Reinforced Polymer (FRP) materials are light and free from corrosion. Therefore, FRP materials are increasingly being used in structural engineering as a replacement for steel reinforcements.
Fawzi Latosh +2 more
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Longitudinal shear in composite deck slabs using corrugated steel sheets
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2021 Profile deck steel sheets are used in composite deck slabs. These sheets are standard in dimensions and shapes besides they are supplied with embossments and indentations.
Hakim S.M. Alkurayshi +3 more
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Effect of Shear Span-Depth Ratio on Shear Strength of Porcelanite Lightweight Aggregate Reinforced Concrete Deep Beams Strengthened by Externally Bonded CFRP Strips [PDF]
Engineering and Technology Journal, 2017 This paper presents an experimental investigation of structural behaviour of reinforced concrete deep beams strengthened in shear by CFRP strips. The experimental program consisted of fabricating, casting and testing of nine identical porcelainte ...
K.F. Sarsam +2 more
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Environmental sensitivities of shallow-cumulus dilution – Part 2: Vertical wind profile [PDF]
Atmospheric Chemistry and Physics, 2021 This second part of a numerical study on shallow-cumulus dilution focuses on the sensitivity of cloud dilution to changes in the vertical wind profile. Insights are obtained through large-eddy simulations of maritime and continental cloud fields.
S. Drueke, D. J. Kirshbaum, P. Kollias
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