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Shear capacity of the Ruytenschildt bridge
2016Steel & Composite ...
Lantsoght, E.O.L. (author) +2 more
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Tests on Shear Capacity of Reinforced Concrete
Journal of Structural Engineering, 1995The purpose of this research is to contribute to the definition of maximum carrying capacity and rational reinforcement schemes for structures such as deep beams, corbels, and dapped-end beams. The research included laboratory testing of 28 prismatic beam samples with a higher percentage of steel than currently permitted in design practice.
Zenon A. Zielinski, Marco Rigotti
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Evaluating Shear Capacity of Concrete Girders with Deficient Shear Reinforcement
2010This study assesses the suitability of four sectional shear methods for predicting the shear capacity of reinforced concrete members which do not comply with S6-06 Section 14 stirrup spacing and area requirements. The results of the evaluations indicate that the sectional shear provisions in S6-06, AASHTO LRFD-05 and software Response 2000 ...
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Reliability of column capacity design in shear
Computers & concrete, 2012The capacity design of shear forces is one of the special demands of EC8 by which the ductile behavior of structures is implemented. The aim of capacity design is the formation of plastic hinges without shear failure of the elements. This is achieved by deriving the design shear forces from equilibrium conditions, assuming that plastic hinges, with ...
George C. Thomos, Constantin G. Trezos
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Shear Capacity of Hybrid Plate Girders
Journal of Bridge Engineering, 2007The AASHTO LRFD Bridge Design Specifications, in versions up to and including the 2003 interim, limit the shear resistance of hybrid steel I-girders to the shear buckling or shear yield load and prevent consideration of the additional capacity due to tension field action, which homogeneous girders are allowed to include.
Atorod Azizinamini +3 more
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Shear capacity of ferrocement plates in flexure
Engineering Structures, 2011Abstract An experimental study on 18 simply supported ferrocement plates having a span/depth ratio of 2.0 was conducted. Various wire mesh types were used as web reinforcement. Flexural steel was designed to preclude failure in modes other than flexure.
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Improvement of shear capacity of composite structures
International Journal of Offshore and Polar Engineering, 1991Many kinds of Arctic structures have been built during the past two decades to exploit the resources of the ice-infested waters of the Arctic region. The exterior walls of such offshore structures must be designed to resist the high external loads exerted by the moving ice floes and icebergs.
Hassinen, Paavo, Gowda, Shankare
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Effect of torsion on shear capacity of slabs
2016Steel & Composite ...
Valdivieso, D.A. (author) +2 more
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Shear Capacity of Slabs with Voiding Elements
2017In the current version of EN 1992-1-1, the shear and punching capacity of beams and slabs without shear reinforcement is governed by the smallest width of the cross section in the tensile area. The semi-empirical formula in this code is appropriate for rather deep beam elements without contribution of the flanges and transfer stiffeners to the shear ...
Tom Molkens +4 more
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Shear capacity of UHPC - Beam tests
2012Ultra-high-performance concrete (UHPC), a very high performance concrete with usually a compressive strength of 130 N/mm2 or more, ....
Cauberg, Niki +3 more
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