Punching Shear Failure of Concrete Ground Supported Slab
Author:
Publisher
Springer Science and Business Media LLC
Subject
Ocean Engineering,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1186/s40069-018-0263-6.pdf
Reference37 articles.
1. Aboutalebi, M., Alani, A., Rizzuto, J., & Beckett, D. (2014). Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs. Structural Concrete, 15(1), 81–93. https://doi.org/10.1002/suco.201300043 .
2. Alani, A. M., & Beckett, D. (2013). Mechanical properties of a large scale synthetic fibre reinforced concrete ground slab. Construction and Building Materials, 41, 335–344. https://doi.org/10.1016/j.conbuildmat.2012.11.043 .
3. ASCE. (1982). Finite element analysis of reinforced concrete. State of the Art Rep. No. 1982.
4. Barzegar, F. (1988). Layering of RC membrane and plate elements in nonlinear analysis. Journal of the Struct. Div., 114(11), 2474–2492.
5. Bazant, Z. P., Caner, F. C., Carol, I., Adley, M. D., & Akers, S. A. (2000). Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress. Journal of Engineering Mechanics ASCE, 126(9), 944–961.
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