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Reliability of column capacity design in shear

Computers & concrete, 2012
The 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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Evaluating Shear Capacity of Concrete Girders with Deficient Shear Reinforcement

2010
This 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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Simple Model for Shear Capacity of Webs

Journal of Structural Engineering, 1991
The ultimate load capacity of shear webs in a plate girder is modeled as the sum of the contributions of the web and the flanges. After initial elastic buckling due to a uniformly distributed shear stress, the web provides an increasing shear resistance by virtue of a changing shear stress distribution along the boundary, in which the shear stress ...
Waflk Ajam, Cedric Marsh
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Shear capacity of ferrocement plates in flexure

Engineering Structures, 2011
Abstract 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, 1991
Many 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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Shear Capacity of Slabs with Voiding Elements

2017
In 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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The dynamic shear capacity of concrete structures

Structural Concrete, 2007
For shear capacity, the current design procedure used for concrete structures has been found to be inaccurate for some dynamic design load cases.
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Shear capacity of UHPC - Beam tests

2012
Ultra-high-performance concrete (UHPC), a very high performance concrete with usually a compressive strength of 130 N/mm2 or more, ....
Cauberg, Niki   +3 more
openaire   +1 more source

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