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Design for Punching of Flat Slabs
Punching, which may be suffered by two-dimensional (2D) reinforced-concrete (RC) structural elements (such as flat slabs, plates, footings, etc.) in regions under the action of concentrated load, is widely considered to be a ‘shear’ (non-flexural) type of failure. As a result, the methods adopted by current codes of practice (such as, for example, those adopted by ACI318 [American Concrete Institute: Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02), 2002] and EC2 [EN 1992-1: Eurocode 2: design of concrete structures—part 1–1: general rules and rules for buildings, 2004.]) for designing against punching are essentially those applied to the ‘shear’ design of RC beam-like elements with modifications that allow for characteristics of structural behaviour particular to punching and to the geometry of the relevant structural elements.
Design for Punching of Flat Slabs
Punching, which may be suffered by two-dimensional (2D) reinforced-concrete (RC) structural elements (such as flat slabs, plates, footings, etc.) in regions under the action of concentrated load, is widely considered to be a ‘shear’ (non-flexural) type of failure. As a result, the methods adopted by current codes of practice (such as, for example, those adopted by ACI318 [American Concrete Institute: Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02), 2002] and EC2 [EN 1992-1: Eurocode 2: design of concrete structures—part 1–1: general rules and rules for buildings, 2004.]) for designing against punching are essentially those applied to the ‘shear’ design of RC beam-like elements with modifications that allow for characteristics of structural behaviour particular to punching and to the geometry of the relevant structural elements.
Design for Punching of Flat Slabs
Engineering Materials
Kotsovos, Michael D. (author)
2013-10-04
25 pages
Article/Chapter (Book)
Electronic Resource
English
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