User:Mautassim khan/sandbox
Punching Shear
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Punching shear is the shear failure of structural members due to high concentrated loads or highly localised forces[1]. Punching shear failure is a sudden catastrophic type of failure that occurs around the column and the reinforced concrete member it is in contact with. It occurs when the shearing stresses around the loaded area result in the formation of diagonal tension cracks which in-turn results in the formation of diagonal fracture plain. Punching shear is observed in flat slabs and foundations[2] and can occur due to point load under and due to point load over and also a combination of the two.
Further reading
[edit]References
[edit]- ^ "Punching shear". Concrete Centre. Retrieved 2024-11-20.
- ^ "What is Punching Shear? Punching Shear in Slabs and Foundations". theconstructor.org. 2017-08-24. Retrieved 2024-11-20.
External references
[edit]- www.researchgate.net/publication/245395797_An_Experimental_Study_on_Punching_Shear_Behavior_of_Concrete_Slabs
- www.sciencedirect.com/science/article/abs/pii/S2352012421004732
- https://www.sciencedirect.com/science/article/pii/S2214509522001607
- https://ijcsm.springeropen.com/articles/10.1186/s40069-019-0341-4