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Experimentally Validated Numerical Analysis of Reinforced Concrete Slab-Column Connections Subjected to Punching Shear Cover

Experimentally Validated Numerical Analysis of Reinforced Concrete Slab-Column Connections Subjected to Punching Shear

Open Access
|Nov 2020

References

  1. Alexander S.D.B., Simmonds S.H., 1986. Shear-Moment Transfer in Column-Slab Connections. Structural Engineering Report SER 141, Department of Civil Engineering, University of Alberta, pp. 95.
  2. Bartolac M., Damjanovic D., Duvnjak I., 2015. Punching strength of flat slabs with and without shear reinforcement. Gradevinar, 67(8), pp. 771-786.
  3. Červenka V., Červenka J., 2017. ATENA Program Documentation - Part 2-2 - User’s Manual for ATENA 3D. Červenka Consulting, Prague, Czech Republic.
  4. Červenka V., Jendele L., Červenka J., 2018. ATENA Program Documentation - Part 1 - Theory. Červenka Consulting, Prague, Czech Republic.
  5. EN 1992-1-1, 2004. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. European Committee for Standardization.
  6. Fernández Ruiz M., Muttoni A., 2009. Applications of critical shear crack theory to punching of reinforced concrete slabs with transverse reinforcement. ACI Structural Journal, 106(4), pp. 485-494.10.14359/56614
  7. Fernandez Ruiz M., Muttoni A., Kunz J., 2011. Strengthening of Flat Slabs Against Punching Shear Using Post-Installed Shear Reinforcement, AICI Structural Journal, 107, pp. 434-442.10.14359/51663816
  8. Furst A., Marti D., 1997. Robert Maillart’s Design Approach for Flat Slabs. Journal of Structural Engineering, 123(8), pp. 1102-1110.10.1061/(ASCE)0733-9445(1997)123:8(1102)
  9. Gardner, N.J., Huh, J., and Chung, L., 2002. Lessons from Sampoong Department Store Collapse. Cement and Concrete Composites, 24(2), pp. 523-529.10.1016/S0958-9465(01)00068-3
  10. Kierdorf A., 2006. Early Mushroom Slab Construction in Switzerland, Russia and the U.S.A. – A Study in Parallel Technological Development. Proceedings of the Second International Congress on Construction History, pp. 1793-1807.
  11. Kinnunen S., Nylander H., 1960. Punching of Concrete Slabs without Shear Reinforcement. Kungliga Tekniska Hogskolan, Stockholm.
  12. Kunz J., Fernández Ruiz M., Muttoni A., 2008. Enhanced safety with post-installed punching shear reinforcement. Tailor Made Concrete Structures - New Solutions for Our Society, Taylor and Francis Group, pp. 679-684.
  13. Lips, S., Fernández Ruiz, M., Muttoni, A., 2012. Experimental Investigation on Punching Strength and Deformation Capacity of Shear-Reinforced Slabs, ACI Structural Journal, 109, pp. 889-900.10.14359/51684132
  14. Meisami M.H., Mostofinejad D., Nakamura H., 2013. Punching shear strengthening of two-way flat slabs using CFRP rods. Composite Structures, 99, pp. 112-122.10.1016/j.compstruct.2012.11.028
  15. Muttoni A., Schwartz J., 1991. Behaviour of beams and punching in slabs without shear reinforcement. IABSE Colloquium, Stuttgart, Germany, 62, pp. 703-708.
  16. Muttoni A., 2008. Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Structural Journal, 105(4), pp. 440-450.10.14359/19858
  17. Popescu D., 2018. Consolidarea zonelor de rezemare a planșeelor dală în vederea sporirii capacității la străpungere (Strengthening of slab-column connection of flat slabs in order to increase punching shear capacity). Masteral Thesis, Politehnica University Timisoara, Timișoara, România.
  18. Portland Cement Association, 2005. An Engineer’s Guide to: Economical Concrete Floor Systems. IS063.
  19. Said A.M., Tian Y., Hussein A., 2012. Evaluating punching shear strength of slabs without shear reinforcement using artificial neural networks. International Concrete Abstracts Portal, 287, pp. 1-18.
  20. Westergaard H.M., Slater W.A., 1921. Moments and Stresses in Slabs. Washington, D. C.: National research council.
Language: English
Page range: 125 - 132
Submitted on: Jul 24, 2020
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Accepted on: Jul 31, 2020
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Published on: Nov 11, 2020
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2020 S.C. Floruț, D.A. Popescu, V. Stoian, D. Dan, T. Nagy-György, V. Todea, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.