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Analysis of Deflections of Bridge Girders Strengthened by Carbon Fibre Reinforcement
The Baltic Journal of Road and Bridge Engineering, 2008 The paper deals with experimental and theoretical investigations in reinforced concrete structures strengthened with carbon fibre sheets. Four stages in the behaviour of concrete structures strengthened with the carbon fibre reinforced polymer (CFRP) are
Tomas Skuturna +4 more
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The Baltic Journal of Road and Bridge Engineering, 2013 The composite steel and concrete structures are used for constructing bridge floors and others buildings. The joint action of composite structures as well as their economic efficiency depends on the connection between the layers, i.e.
Gediminas Marčiukaitis +4 more
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Acta Polytechnica, 2023 When designing a new structure or assessing an existing one, the risk of fire and its effect on the structure must be considered. Structures are usually assessed for fire resistance at the design stage – i.e. before the possible exposure to fire.
Petr Müller +4 more
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Flexural capacity and stiffness of monolithic biaxial hollow slabs
Journal of Civil Engineering and Management, 2014 The article presents a research on flexural behaviour of hollow monolithic reinforced concrete slabs. It focuses on the results of experimental investigation into full-size hollow reinforced concrete slabs and analyses their flexural capacity and ...
Juozas Valivonis +4 more
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Influence of plastic tension chord deformation on the shear capacity of prestressed beam elements
Acta Polytechnica CTU Proceedings, 2022 The shear strength of prestressed beam elements is of great interest with regard to the evaluation of existing concrete bridges. Accompanying extensive experimental test series, the adaptation and modification of existing models for the evaluation of the
Sebastian Thoma, Oliver Fischer
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The Baltic Journal of Road and Bridge Engineering, 2011 The usage of steel fibre reinforced concrete in monolithic joins is well known as a good alternative of additional reinforcement because of chaotic distribution of steel fibres in complex stress ant strain state. Unfortunately, the analysis of well known
Gediminas Marčiukaitis +3 more
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Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements
Slovak Journal of Civil Engineering, 2018 An additional concrete head or drop panels are not common solutions for strengthening flat slabs and have not yet been an adequately studied solution in the field of laboratory research.
Nováček Jan, Zich Miloš, Hasa Michal
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A multi-level interface model for damaged masonry [PDF]
, 2013 The aim of the present work is to propose a new micro-mechanical model in the context of the deductive approach used to derive interface models. This model, based on a previous study introduced previously by A. Rekik and F.
E. Sacco +7 more
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MATEC Web of Conferences, 2018 The causes of the occurrence and influence of inherent stresses, unevenly distributed across the cross section, on the strength of materials are analyzed.
Semko Oleksandr +4 more
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Journal of Civil Engineering and Management, 2011 The article proposes a model for strength and stain analysis of steel fiber reinforced concrete (SFRC). The model is based on general principles for creating and modelling structural composites and on reinforced concrete code.
Gediminas Marciukaitis +3 more
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