The Structural Behavior of Heat-Damaged Flat Slabs with Openings of Different Sizes and Locations
Author:
Funder
Deanship of Research, Jordan University of Science and Technology
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08411-6.pdf
Reference47 articles.
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2. Mohmmad, S.H.; Gülşan, M.E.; Çevik, A.: Behaviour of geopolymer concrete two-way slabs reinforced by FRP bars after exposure to elevated temperatures. Arab. J. Sci. Eng. 47(10), 12399–12421 (2022). https://doi.org/10.1007/s13369-021-06411-y
3. Abdullah, A.; Bailey, C.G.; Wu, Z.J.: Tests investigating the punching shear of a column-slab connection strengthened with non-prestressed or prestressed FRP plates. Constr. Build. Mater. 48, 1134–1144 (2013). https://doi.org/10.1016/j.conbuildmat.2013.07.012
4. Aurelio, M.: Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Struct. J. 105(4), 440–450 (2008). https://doi.org/10.14359/19858
5. Zheng, Y.; Sun, C.; Deng, T.; Yang, J.B.; Lu, Z.Y.: Arching action contribution to punching failure of GFRP-reinforced concrete bridge deck slabs. Arab. J. Sci. Eng. 39(12), 8609–8625 (2014). https://doi.org/10.1007/s13369-014-1450-7
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