Experimental analysis of the shear resistance of precast concrete T-beams with a top cast-in-place slab

Author:

Rueda-García Lisbel,Bonet José L.,Miguel Pedro,Fernández-Prada Miguel Ángel

Funder

Universitat Politècnica de València

Generalitat Valenciana Conselleria d'Innovació Universitats Ciència i Societat Digital

Ministerio de Ciencia e Innovación

European Social Fund

European Regional Development Fund

Gobierno de España Ministerio de Ciencia e Innovación

Agencia Estatal de Investigación

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference57 articles.

1. Comité technique 4.3 - Ponts routiers Technical Committee 4.3 - Road Bridges. Estimation of load carrying capacity of bridges based on damage and deficiency. PIARC World Road Association: 2016.

2. Influence of the flanges width and thickness on the shear strength of reinforced concrete beams with T-shaped cross section;Ayensa;Eng Struct,2019

3. A general numerical model for simulating the long-term response of two-layer composite systems in partial interaction;Martinelli;Compos Struct,2021

4. Shear strength of composite beams with dual concrete strengths;Kim;ACI Struct J,2016

5. Database evaluation of interface shear transfer in reinforced concrete members;Soltani;ACI Mater J,2017

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