Extended CSDT model for shear capacity assessments of bridge deck slabs

Author:

de Sousa Alex M.D.,Lantsoght Eva O.L.,Yang Yuguang,El Debs Mounir K.

Funder

Fundação de Amparo à Pesquisa do Estado de São Paulo

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference93 articles.

1. Shear in One-Way Slabs under Concentrated Load Close to Support;Lantsoght;ACI Struct J,2013

2. Shear strength of RC slabs under concentrated loads near clamped linear supports;Natário;Eng Struct,2014

3. Shear in reinforced concrete slabs-Experimental investigations in the effective shear width of one-way slabs under concentrated loads and with different degrees of rotational restraint;Reiβen;Struct Concr,2018

4. Querkrafttragfähigkeit von Stahlbetonplatten ohne Querkraftbewehrung unter konzentrierten Einzellasten (Shear capacity of reinforced concrete slabs without transverse reinforcement under concentrated loads Part 2: Proposal for a new design model);Henze;Beton- Stahlbetonbau,2019

5. One-way shear strength of wide reinforced concrete members without stirrups;de Sousa;Struct Concr,2020

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