Results 11 to 20 of about 29,843 (316)
Finite-Element Analysis of Shear-off Failure of Keyed Dry Joints in Precast Concrete Segmental Bridges [PDF]
, 2014 This article has been made available through the Brunel Open Access Publishing Fund.The structural behaviour of precast concrete segmental bridges is largely dependent on the behaviour of the joints between segments.
M. Asce +7 more
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Experimental Investigation of the Maximum Punching Resistance of Slab-Column Connections
Slovak Journal of Civil Engineering, 2018 Flat slabs represent a structural system with a typical concentration of shear forces near the vicinity of its local supports. A possible failure from punching is a dangerous phenomenon due to the brittleness and possible progressive collapse of a whole ...
Halvoník Jaroslav, Majtanová Lucia
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Fire, 2023 This paper employs probability methods to evaluate the fire safety performance of prestressed steel–concrete beam bridges based on simulation experimental research.
Maojun Duan +3 more
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Punching of Concrete Flat and Foundation Slabs
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, 2014 This paper deals with punching of flat and foundation slabs. Te paper presents limiting values of maximum punching resistance of these slab structures with sudden and brittle mode of failure.
Fillo Ľudovít +2 more
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Failure of Slender Concrete Columns Due to a Loss of Stability
Slovak Journal of Civil Engineering, 2019 The European standard for the design of concrete structures that are likely to lose stability requires taking into account the effects of second order theory.
Benko Vladimír +2 more
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Prioritizing of repair and rehabilitation for concrete bridges of road network in Khorasan Razavi province, using analytical hierarchy process (AHP) [PDF]
Journal of Structural and Construction Engineering, 2019 Considering the necessity of developing the road network, bridges as infrastructures, play a key role in helping and sustaining vital activities in the recovery phase after natural disasters and events.
Soheil Ghareh +2 more
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Experimental Verification Of Secondary Effect Due To Prestressing
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, 2015 The aim of this article is to describe an experimental program at Slovak University of Technology in Bratislava, Department of concrete structures and bridges and its results. This experimental program was focused on two main subjects.
Pažma Peter +2 more
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Budownictwo i Architektura, 2013 The paper presents the results of the study of underwater repair concrete under the effect of the salt mist. The research was conducted in accordance with the standard PN-EN 14147.
Elżbieta Horszczaruk +2 more
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The Effect of Corrosion of Prestressing Reinforcement on the Behaviour of Concrete Bridges
Civil and Environmental EngineeringPrestressed bridges have been a key element of transportation infrastructure for decades. Despite an expected service life of around 100 years under optimal design and maintenance, many structures exhibit damage that compromises their integrity or leads ...
Haššová Zuzana +2 more
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Experimental data of RC beams shear strength with different shear span and strengthening by FRCM system [PDF]
E3S Web of ConferencesThe article presents the results of experimental testing of reinforced concrete beams with different shear spans and strengthened by the FRCM (Fiber Reinforced Cementitious Matrix) system. The shear spans were 2, 1.5, and 1.
Vegera Pavlo +3 more
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