Results 181 to 190 of about 91,494 (228)
Reinforced Concrete Beams with FRP and Hybrid Steel-FRP Composite Bars: Load-Deflection Response, Failure Mechanisms, and Design Implications. [PDF]
Materials (Basel)Dziomdziora P, Smarzewski P.
europepmc +1 more source
Reliable Single-Trial Detection of Saccade-Related Lambda Responses with Independent Component Analysis. [PDF]
eNeuroSuhaili ISB, Toth B, Nagy Z, Juhasz Z.
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Strengthening strategies for unreinforced stone masonry walls using FRP and CFM composites. [PDF]
Sci RepCelik T.
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A Review of External Confinement Methods for Enhancing the Strength of Concrete Columns. [PDF]
Materials (Basel)Sikora O, Ostrowski KA.
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Regras Monetárias e Dinâmica Macroeconômica no Brasil: Uma Abordagem de Expectativas Racionais [PDF]
Bonomo, Marco Antônio Cesar +1 more
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2015
This chapter provides an overview on the state-of-the-art in prestressing systems for the structural retrofitting of reinforced concrete (RC) structures using Externally Bonded (EB) Fibre Reinforced Polymers (FRP). Focus is put on flexural strengthening, which currently is the most common application field for composite materials in structural ...
Michels, Julien +9 more
openaire +2 more sources
This chapter provides an overview on the state-of-the-art in prestressing systems for the structural retrofitting of reinforced concrete (RC) structures using Externally Bonded (EB) Fibre Reinforced Polymers (FRP). Focus is put on flexural strengthening, which currently is the most common application field for composite materials in structural ...
Michels, Julien +9 more
openaire +2 more sources
Journal of Composites for Construction, 1999
A uniaxial model for concrete confined with fiber-reinforced polymers (FRP), but also with steel jackets or conventional transverse reinforcement, is presented. The model, which is suitable to be inserted into fiber-type beam-column models, explicitly accounts for the continuous interaction with the confining device due to the lateral strain of ...
SPOELSTRA M. R., MONTI, Giorgio
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A uniaxial model for concrete confined with fiber-reinforced polymers (FRP), but also with steel jackets or conventional transverse reinforcement, is presented. The model, which is suitable to be inserted into fiber-type beam-column models, explicitly accounts for the continuous interaction with the confining device due to the lateral strain of ...
SPOELSTRA M. R., MONTI, Giorgio
openaire +2 more sources