Shear Strengthening of T-Beam with GFRP : A Systematic Approach. [electronic resource]

Autor: Panda, Kishor Chandra

Externí odkaz: Kolekce e-knih KNAV Registrovani uzivatele: plny text online 5 minut, dalsi pristup na vyzadani. Registered users: full text online 5 minutes, further access on requests.

Minimum reinforcement in concrete members [electronic resource] : editor, Alberto Carpineri.

Externí odkaz: Kolekce e-knih KNAV Registrovani uzivatele: plny text online 5 minut, dalsi pristup na vyzadani. Registered users: full text online 5 minutes, further access on request.

Performance-based slenderness limits for deformations and reinforcement stresses control in reinforced concrete beams

Autor: Marí Bernat, Antonio Ricardo, Torres Llinàs, Lluís, Oller Ibars, Eva, Barris Peña, Cristina

Los procedimientos actuales de dimensionamiento a flexión de elementos de hormigón armado, basados en la comprobación de estado límite último (ELU), proporcionan suficiente resistencia para soportar las cargas de diseño con un canto reducido. S

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3484::82d7e543b4d3d6868b30faa90311aa2b
https://hdl.handle.net/2117/385920

Experimental analysis of R.C. beams preloaded, repaired and flexural strengthened with carbon fibre reinforced polymer

Autor: Santos, Juliane da Costa

Publikováno v: Repositório Institucional da UTFPR (da Universidade Tecnológica Federal do Paraná (RIUT))
Universidade Tecnológica Federal do Paraná (UTFPR)
instacron:UTFPR

O concreto é um material de larga aplicação nas estruturas em todo o mundo, logo seu envelhecimento e deterioração são inevitáveis, sendo a reabilitação de estruturas de concreto armado é uma necessidade real. Existem várias técnicas para

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::1e0149bf2a33ea90e34eb303ef9d3a27
http://repositorio.utfpr.edu.br/jspui/handle/1/4708

Numerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets

Autor: Antonio Ricardo Marí Bernat, Eva Oller Ibars, Jesús Miguel Bairán García, Denise Ferreira

Publikováno v: Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

In this paper, a fibre beam model previously developed by the authors for the nonlinear analysis of strengthened elements, including the effects of shear, is used to predict the response of reinforced concrete (RC) beams strengthened in shear with fi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::562069fc9826cbe7cde7cbe0f4131281
https://hdl.handle.net/2117/122938