Extended Critical Shear Crack Theory for Punching Shear of Lightweight, FRP-Reinforced, or Prestressed Concrete-Reference-Cited by-同舟云学术

Extended Critical Shear Crack Theory for Punching Shear of Lightweight, FRP-Reinforced, or Prestressed Concrete

Published:2022-07-13 Issue: Volume: Page:353-361
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
Short-container-title:

Author:

Deifalla A.

Publisher

Springer Nature Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-19-4293-8_37

Reference24 articles.

1. ACI 213R-03: Guide for structural lightweight-aggregate concrete. ACI Committee 213 2014 American Concrete Institute Farmington Hills, Michigan, USA

2. Deifalla, A.: Torsion design of lightweight concrete beams without or with fibres: a comparative study and a refined cracking torque formula. Structures 28(2020), 786–802 (2020). https://doi.org/10.1016/j.istruc.2020.09.004

3. Deifalla, A., Awad, A., Seleem, H., AbdElrahman, A.: Investigating the behavior of lightweight foamed concrete T-beams under torsion, shear, and flexure. Eng. Struct. 219, 110741 (2020). https://doi.org/10.1016/j.engstruct.2020.110741

4. Deifalla, A., Awad, A., Seleem, H., AbdElrahman, A.: Experimental and numerical investigation of the behavior of LWFC L-girders under combined torsion. Structures 26, 362–377 (2020). https://doi.org/10.1016/j.istruc.2020.03.070

5. Deifalla, A.: Design of lightweight concrete slabs under two-way shear without shear reinforcements: a comparative study and a new model. Eng. Struct. 222(2020), 111076 (2020). https://doi.org/10.1016/j.engstruct.2020.111076

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