Skip to main content
Top

2023 | OriginalPaper | Chapter

14. FRP-RC Slabs Under Punching Shear: Assessment of Existing Models

Authors : Maged Tawfik, Taha Ibrahim, Mahmood Ahmad, Ahmed F. Deifalla, Ahmed Awad, Amr El-Said

Published in: Advances in Smart Materials and Innovative Buildings Construction Systems

Publisher: Springer Nature Switzerland

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The purpose of this study is to examine the punching shear behavior of concrete slabs reinforced with FRP. We compared and quickly described 21 strength models. In addition, based on overall performance, strength models were contrasted with one another in terms of the experimentally observed strength. Conclusions were made and discussed, which may help future design codes evolve more effectively, It was decided where to focus future studies. This might aid in the development of future design codes. The ACI is the least realize model, although taking into account the effects of size, dowel action, depth-to-control perimeter ratio, concrete compressive strength, and shear span-to-depth ratio.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
go back to reference A. C. I. ACI-440 (2015) Guide for the design and construction of concrete reinforced with FRP bars (ACI 440.1R-15). ACI, Farmington Hills, Michigan, USA A. C. I. ACI-440 (2015) Guide for the design and construction of concrete reinforced with FRP bars (ACI 440.1R-15). ACI, Farmington Hills, Michigan, USA
go back to reference Abduljaleel MT, Mahmoud AS, Yousif A (2017) Experimental investigation of two-way concrete slabs with openings reinforced with glass fiber reinforced polymer bars. J Eng Sci Technol 12:889–912 Abduljaleel MT, Mahmoud AS, Yousif A (2017) Experimental investigation of two-way concrete slabs with openings reinforced with glass fiber reinforced polymer bars. J Eng Sci Technol 12:889–912
go back to reference Ahmad HS, Zia P, Yu TJ, Xie Y (1993) Punching shear tests of slabs reinforced with 3-dimensional carbon fiber fabric. Concr Int 16:36–41 Ahmad HS, Zia P, Yu TJ, Xie Y (1993) Punching shear tests of slabs reinforced with 3-dimensional carbon fiber fabric. Concr Int 16:36–41
go back to reference AlHamaydeh M, Orabi MA (2021) Punching shear behavior of synthetic fiber-reinforced self-consolidating concrete flat slabs with GFRP bars. J Compos Constr 25:04021029CrossRef AlHamaydeh M, Orabi MA (2021) Punching shear behavior of synthetic fiber-reinforced self-consolidating concrete flat slabs with GFRP bars. J Compos Constr 25:04021029CrossRef
go back to reference Ali AH, Mohamed HM, Chalioris CE, Deifalla A (2021) Evaluation of the shear design equations of FRP-reinforced concrete beams without shear reinforcement. Eng Struct 235. Elsevier Ali AH, Mohamed HM, Chalioris CE, Deifalla A (2021) Evaluation of the shear design equations of FRP-reinforced concrete beams without shear reinforcement. Eng Struct 235. Elsevier
go back to reference Alrudaini TMS (2022) A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement. Structures 37:56–68CrossRef Alrudaini TMS (2022) A rational formula to predict punching shear capacity at interior columns connections with RC flat slabs reinforced with either steel or FRP bars but without shear reinforcement. Structures 37:56–68CrossRef
go back to reference Bank L, Xi Z (1995) Punching shear behavior of pultruded FRP grating reinforced concrete slabs. In: Proceedings of the non-metallic (FRP) reinforcement for concrete structures. CRC Press, Boca Raton, FL, USA, pp 360–367 Bank L, Xi Z (1995) Punching shear behavior of pultruded FRP grating reinforced concrete slabs. In: Proceedings of the non-metallic (FRP) reinforcement for concrete structures. CRC Press, Boca Raton, FL, USA, pp 360–367
go back to reference Banthia N, Al-Asaly M, Ma S (1995) Behavior of concrete slabs reinforced with fiber-reinforced plastic grid. ASCE J Mater Civ Eng 7:252–257CrossRef Banthia N, Al-Asaly M, Ma S (1995) Behavior of concrete slabs reinforced with fiber-reinforced plastic grid. ASCE J Mater Civ Eng 7:252–257CrossRef
go back to reference Bouguerra K, Ahmed EA, El-Gamal S, Benmokrane B (2011) Testing of full-scale concrete bridge deck slabs reinforced with fiber-reinforced polymer (FRP) bars. Constr Build Mater 25:3956–3965CrossRef Bouguerra K, Ahmed EA, El-Gamal S, Benmokrane B (2011) Testing of full-scale concrete bridge deck slabs reinforced with fiber-reinforced polymer (FRP) bars. Constr Build Mater 25:3956–3965CrossRef
go back to reference Collins MP (2001) Evaluation of shear design procedures for concrete structures. A CSA Technical Committee Reinforced Concrete Design Report by the Canadian Standards Association, Canada Collins MP (2001) Evaluation of shear design procedures for concrete structures. A CSA Technical Committee Reinforced Concrete Design Report by the Canadian Standards Association, Canada
go back to reference CAN/CSA S806-12 (2012) Design and construction of building structures with fiber reinforced polymers (CAN/CSA S806-12). Canadian Standards Association: Rexdale, ON, Canada CAN/CSA S806-12 (2012) Design and construction of building structures with fiber reinforced polymers (CAN/CSA S806-12). Canadian Standards Association: Rexdale, ON, Canada
go back to reference Deifalla A (Mar 2021a) A mechanical model for concrete slabs subjected to combined punching shear and in-plane tensile forces. Eng Struct 231. Elsevier Deifalla A (Mar 2021a) A mechanical model for concrete slabs subjected to combined punching shear and in-plane tensile forces. Eng Struct 231. Elsevier
go back to reference Deifalla A (2022) Punching shear strength and deformation for FRP-reinforced concrete slabs without shear reinforcement. Case Stud Constr Mater 16:e00925. p. j. cscm. e00925 Deifalla A (2022) Punching shear strength and deformation for FRP-reinforced concrete slabs without shear reinforcement. Case Stud Constr Mater 16:e00925. p. j. cscm. e00925
go back to reference Deifalla A, Hamed M, Saleh A, Ali T (2014) Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: an experimental study. Eng Struct 59:776–786 Deifalla A, Hamed M, Saleh A, Ali T (2014) Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: an experimental study. Eng Struct 59:776–786
go back to reference Eladawy B, Hassan M, Benmokrane B (2019) Experimental study of interior glass fiber-reinforced polymer-reinforced concrete slab-column connections under lateral cyclic load. ACI Struct J 116:165–180CrossRef Eladawy B, Hassan M, Benmokrane B (2019) Experimental study of interior glass fiber-reinforced polymer-reinforced concrete slab-column connections under lateral cyclic load. ACI Struct J 116:165–180CrossRef
go back to reference Eladawy M, Hassan M, Benmokrane B, Ferrier E (2020) Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars. Eng Struct 209:109978CrossRef Eladawy M, Hassan M, Benmokrane B, Ferrier E (2020) Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars. Eng Struct 209:109978CrossRef
go back to reference El-Gamal S, El-Salakawy E, Benmokrane B (2005) Behaviour of concrete bridge deck slabs reinforced with fiber-reinforced polymer bars under concentrated loads. ACI Struct J 102(5):727–735 El-Gamal S, El-Salakawy E, Benmokrane B (2005) Behaviour of concrete bridge deck slabs reinforced with fiber-reinforced polymer bars under concentrated loads. ACI Struct J 102(5):727–735
go back to reference El-Gamal S, El-Salakawy E, Benmokrane B (2007) Influence of reinforcement on the behaviour of concrete bridge deck slabs reinforced with FRP bars. J Compos Constr ASCE 11:449–458CrossRef El-Gamal S, El-Salakawy E, Benmokrane B (2007) Influence of reinforcement on the behaviour of concrete bridge deck slabs reinforced with FRP bars. J Compos Constr ASCE 11:449–458CrossRef
go back to reference El-Gendy M, El-Salakawy E (2015) Punching shear behaviour of GFRP-RC edge slab-column connections. In: Proceedings of the 7th international conference on FRP composites in civil engineering, pp 1–6 El-Gendy M, El-Salakawy E (2015) Punching shear behaviour of GFRP-RC edge slab-column connections. In: Proceedings of the 7th international conference on FRP composites in civil engineering, pp 1–6
go back to reference El-Ghandour AW, Pilakoutas K, Waldron P (2003) Punching shear behavior of fiber reinforced polymers reinforced concrete flat slabs: experimental study. J Compos Constr 7(2003):258–265CrossRef El-Ghandour AW, Pilakoutas K, Waldron P (2003) Punching shear behavior of fiber reinforced polymers reinforced concrete flat slabs: experimental study. J Compos Constr 7(2003):258–265CrossRef
go back to reference Elmeligy O, El-Nemr A, Deifalla A (2017) Reevaluating the modified shear provision of CAN/CSA S806-12 for concrete beams reinforced with FRP stirrups. In: AEI Conference, ASCE, Oklahoma City Elmeligy O, El-Nemr A, Deifalla A (2017) Reevaluating the modified shear provision of CAN/CSA S806-12 for concrete beams reinforced with FRP stirrups. In: AEI Conference, ASCE, Oklahoma City
go back to reference Zhang Q (2006) Behavior of two-way slabs reinforced with CFRP bars. A thesis submitted to the school of graduate studies in partial fulfillment of the requirement for the degree of Master Engineering, Faculty of engineering and Applied Science, Memorial University of Newfoundland, New Found land, Canada Zhang Q (2006) Behavior of two-way slabs reinforced with CFRP bars. A thesis submitted to the school of graduate studies in partial fulfillment of the requirement for the degree of Master Engineering, Faculty of engineering and Applied Science, Memorial University of Newfoundland, New Found land, Canada
go back to reference Deifalla A (2021) Refining the torsion design of fibered concrete beams reinforced with FRP using multi-variable non-linear regression analysis for experimental results. Eng Struct 224. Elsevier Deifalla A (2021) Refining the torsion design of fibered concrete beams reinforced with FRP using multi-variable non-linear regression analysis for experimental results. Eng Struct 224. Elsevier
go back to reference FIB (2007) FRP reinforcement in RC structures, Technical report prepared by a working party of Task Group 9.3: Fib Bulletin 40 FIB (2007) FRP reinforcement in RC structures, Technical report prepared by a working party of Task Group 9.3: Fib Bulletin 40
go back to reference Gardner NJ (1990) Relationship of the punching shear capacity of reinforced concrete slabs with concrete strength. ACI Struct J 87(1):66–71 Gardner NJ (1990) Relationship of the punching shear capacity of reinforced concrete slabs with concrete strength. ACI Struct J 87(1):66–71
go back to reference Gu S (2020) Study on the punching shear behavior of FRP reinforced concrete slabs subjected to concentric loading. Master’s thesis, Zhejiang University of Technology, Zhejiang, China Gu S (2020) Study on the punching shear behavior of FRP reinforced concrete slabs subjected to concentric loading. Master’s thesis, Zhejiang University of Technology, Zhejiang, China
go back to reference Hassan M, Fam A, Benmokrane B (2017) A new punching shear design formula for frp-reinforced interior slab-column connections. In: Proceedings of the 7th international conference on advanced composite materials in bridges and structures, Vancouver, BC, Canada Hassan M, Fam A, Benmokrane B (2017) A new punching shear design formula for frp-reinforced interior slab-column connections. In: Proceedings of the 7th international conference on advanced composite materials in bridges and structures, Vancouver, BC, Canada
go back to reference Hemzah SA, Al-Obaidi S, Salim T (2019) Punching shear model for normal and high-strength concrete slabs reinforced with CFRP or steel bars. Jordan J Civ Eng 13:250–268 Hemzah SA, Al-Obaidi S, Salim T (2019) Punching shear model for normal and high-strength concrete slabs reinforced with CFRP or steel bars. Jordan J Civ Eng 13:250–268
go back to reference Huang Z, Zhao Y, Zhang J, Wu Y (2020) Punching shear behavior of concrete slabs reinforced with CFRP grids. Structures 26:617–625CrossRef Huang Z, Zhao Y, Zhang J, Wu Y (2020) Punching shear behavior of concrete slabs reinforced with CFRP grids. Structures 26:617–625CrossRef
go back to reference Hussein A, Rashid I, Benmokrane B (2004) Two-way concrete slabs reinforced with GFRP bars. In: Proceedings of the 4th international conference on advanced composite materials in bridges and structures, CSCE, Calgary, AB, Canada Hussein A, Rashid I, Benmokrane B (2004) Two-way concrete slabs reinforced with GFRP bars. In: Proceedings of the 4th international conference on advanced composite materials in bridges and structures, CSCE, Calgary, AB, Canada
go back to reference Jacobson DA, Bank LC, Oliva MG, Russel JS (2005) Punching shear capacity of double layer FRP grid reinforced slabs. ACI, Specs. Publication. SP. 230–49, pp 857–876 Jacobson DA, Bank LC, Oliva MG, Russel JS (2005) Punching shear capacity of double layer FRP grid reinforced slabs. ACI, Specs. Publication. SP. 230–49, pp 857–876
go back to reference JSCE (1997) Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials. Machida A (ed). Concrete Engineering Series 23, Tokyo, Japan, pp 325 JSCE (1997) Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials. Machida A (ed). Concrete Engineering Series 23, Tokyo, Japan, pp 325
go back to reference Kara IF, Sinani B (2017) Prediction of punching shear capacity of two-ways FRP reinforced concrete slabs. Int J Bus Technol 5:57–63CrossRef Kara IF, Sinani B (2017) Prediction of punching shear capacity of two-ways FRP reinforced concrete slabs. Int J Bus Technol 5:57–63CrossRef
go back to reference Khanna O, Mufti A, Bakht B (2000) Experimental investigation of the role of reinforcement in the strength of concrete deck slabs. Can J Civil Eng 27:475–480CrossRef Khanna O, Mufti A, Bakht B (2000) Experimental investigation of the role of reinforcement in the strength of concrete deck slabs. Can J Civil Eng 27:475–480CrossRef
go back to reference Kuchma D, Wei S, Sanders D, Belarbi A, Novak L (2019) The development of the one-way shear design provisions of ACI 318-19. ACI Struct J 116(4) Kuchma D, Wei S, Sanders D, Belarbi A, Novak L (2019) The development of the one-way shear design provisions of ACI 318-19. ACI Struct J 116(4)
go back to reference Lee JH, Yoon YS, Cook WD, Mitchell D (2009) Improving punching shear behavior of glass fiber-reinforced polymer reinforced slabs. ACI Struct J 106:427–434 Lee JH, Yoon YS, Cook WD, Mitchell D (2009) Improving punching shear behavior of glass fiber-reinforced polymer reinforced slabs. ACI Struct J 106:427–434
go back to reference Louka HJ (1999) Punching behavior of a hybrid reinforced concrete bridge deck. Master’s thesis, University of Manitoba, Winnipeg, MB, Canada Louka HJ (1999) Punching behavior of a hybrid reinforced concrete bridge deck. Master’s thesis, University of Manitoba, Winnipeg, MB, Canada
go back to reference Marí A, Bairán J, Cladera A, Oller E, Ribas C (2015) Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams. Struct Infrastruct Eng 11:1399–1419CrossRef Marí A, Bairán J, Cladera A, Oller E, Ribas C (2015) Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams. Struct Infrastruct Eng 11:1399–1419CrossRef
go back to reference Matthys S, Taerwe L (2000) Concrete slabs reinforced with FRP grids. II: punching resistance. J Compos Constr ASCE 4(3):154–161CrossRef Matthys S, Taerwe L (2000) Concrete slabs reinforced with FRP grids. II: punching resistance. J Compos Constr ASCE 4(3):154–161CrossRef
go back to reference Min KH, Yang JM, Yoo DY, Yoon YS (27–29 Sep 2010) Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. In: Proceedings of the CICE 2010–the 5th international conference on FRP composites in civil engineering, Beijing, China Min KH, Yang JM, Yoo DY, Yoon YS (27–29 Sep 2010) Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. In: Proceedings of the CICE 2010–the 5th international conference on FRP composites in civil engineering, Beijing, China
go back to reference Mohmmad SH, Gülsan ME, Çevik A (2022) Punching shear behaviour of geopolymer concrete two-way slabs reinforced by FRP bars under monotonic and cyclic loadings. Adv Struct Eng 25:453–472 Mohmmad SH, Gülsan ME, Çevik A (2022) Punching shear behaviour of geopolymer concrete two-way slabs reinforced by FRP bars under monotonic and cyclic loadings. Adv Struct Eng 25:453–472
go back to reference Mostafa A (2016) Punching shear behavior of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. Master’s thesis, Manitoba University, Winnipeg, MB, Canada, p 51 Mostafa A (2016) Punching shear behavior of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. Master’s thesis, Manitoba University, Winnipeg, MB, Canada, p 51
go back to reference Nguyen-Minh L, Rovnak M (2013) Punching-shear resistance of interior GFRP reinforced slab-column connection. ASCE J Compos Constr 17:2–13CrossRef Nguyen-Minh L, Rovnak M (2013) Punching-shear resistance of interior GFRP reinforced slab-column connection. ASCE J Compos Constr 17:2–13CrossRef
go back to reference Oller E, Kotynia R, Marí A (2018) Assessment of the existing formulations to evaluate shear-punching strength in RC slabs with FRP bars without transverse reinforcement. In: High tech concrete: where technology and engineering meet; Springer, Cham, Switzerland. https://doi.org/10.1007/978-3-319-59471-2_91 Oller E, Kotynia R, Marí A (2018) Assessment of the existing formulations to evaluate shear-punching strength in RC slabs with FRP bars without transverse reinforcement. In: High tech concrete: where technology and engineering meet; Springer, Cham, Switzerland. https://​doi.​org/​10.​1007/​978-3-319-59471-2_​91
go back to reference Ospina CE, Alexander SDB, Cheng JJR (2003) Punching of two- way slabs with fiber-reinforced polymer reinforcing bars or grids. ACI Struct J 100(2003):589–598 Ospina CE, Alexander SDB, Cheng JJR (2003) Punching of two- way slabs with fiber-reinforced polymer reinforcing bars or grids. ACI Struct J 100(2003):589–598
go back to reference Rahman AH, Kingsley CY, Kobayashi K (2000) Service and ultimate load behavior of bridge deck reinforced with carbon FRP grid. J Compos Constr 4:16–23CrossRef Rahman AH, Kingsley CY, Kobayashi K (2000) Service and ultimate load behavior of bridge deck reinforced with carbon FRP grid. J Compos Constr 4:16–23CrossRef
go back to reference Salama AE, Hassan M, Benmokrane AB (2019) Effectiveness of glass fiber-reinforced polymer stirrups as shear reinforcement in glass fiber-reinforced polymer-reinforced concrete edge slab-column connections. ACI Struct J 116:165–180CrossRef Salama AE, Hassan M, Benmokrane AB (2019) Effectiveness of glass fiber-reinforced polymer stirrups as shear reinforcement in glass fiber-reinforced polymer-reinforced concrete edge slab-column connections. ACI Struct J 116:165–180CrossRef
go back to reference Salama AE, Hassan M, Benmokrane B (2021) Punching-shear behavior of glass fiber-reinforced polymer-reinforced concrete edge column-slab connections: experimental and analytical investigations. ACI Struct J 118:147–160 Salama AE, Hassan M, Benmokrane B (2021) Punching-shear behavior of glass fiber-reinforced polymer-reinforced concrete edge column-slab connections: experimental and analytical investigations. ACI Struct J 118:147–160
go back to reference Shill S, Garcez E, Al-Ameri R, Subhani M (2022) Performance of two-way concrete slabs reinforced with basalt and carbon FRP rebars. J Compos Sci 6:74 Shill S, Garcez E, Al-Ameri R, Subhani M (2022) Performance of two-way concrete slabs reinforced with basalt and carbon FRP rebars. J Compos Sci 6:74
go back to reference Tharmarajah G, Taylor ES, Cleland J., Robinso D (2015) Corrosion-resistant FRP reinforcement for bridge deck slabs. In: Proceedings of the institution of civil engineers. Bridge Engineering; ICE Publishing, London, UK, vol 168, pp 208–217. https://doi.org/10.1680/jbren.13.00001 Tharmarajah G, Taylor ES, Cleland J., Robinso D (2015) Corrosion-resistant FRP reinforcement for bridge deck slabs. In: Proceedings of the institution of civil engineers. Bridge Engineering; ICE Publishing, London, UK, vol 168, pp 208–217. https://​doi.​org/​10.​1680/​jbren.​13.​00001
go back to reference Theodorakopoulos DD, Swamy RN (2007) Analytical model to predict punching shear strength of FRP-reinforced concrete flat slabs. ACI Struct J 104:257–266 Theodorakopoulos DD, Swamy RN (2007) Analytical model to predict punching shear strength of FRP-reinforced concrete flat slabs. ACI Struct J 104:257–266
go back to reference Tom EE (2007) Behavior of two-way slabs reinforced with GFRP bars. Master’s thesis, Memorial University of Newfoundland, St. John’s, NF, Canada, p 169 Tom EE (2007) Behavior of two-way slabs reinforced with GFRP bars. Master’s thesis, Memorial University of Newfoundland, St. John’s, NF, Canada, p 169
go back to reference Xiao Z (2010) Expremental study on two-way concrete slab subjected to punching shear. Master’s thesis, Zhengzhou University, Zhengzhou, China Xiao Z (2010) Expremental study on two-way concrete slab subjected to punching shear. Master’s thesis, Zhengzhou University, Zhengzhou, China
go back to reference Zaghloul A (2007) Punching shear strength of interior and edge column slab connections in CFRP rein-forced flat plate structures transferring shear and moment. Ph.D. thesis, Department of Civil and Environmental Engineering, Carleton University, Ottawa, ON, Canada Zaghloul A (2007) Punching shear strength of interior and edge column slab connections in CFRP rein-forced flat plate structures transferring shear and moment. Ph.D. thesis, Department of Civil and Environmental Engineering, Carleton University, Ottawa, ON, Canada
go back to reference Zaghloul A, Razaqpur A (2003) Punching shear behavior of CFRP reinforced concrete flat plates. In: Proceedings of the international conference on, composites in construction, pp 1–726 Zaghloul A, Razaqpur A (2003) Punching shear behavior of CFRP reinforced concrete flat plates. In: Proceedings of the international conference on, composites in construction, pp 1–726
go back to reference Zaghloul E, Mahmoud Z, Salama T (2008) Punching behavior and strength of two-way concrete slabs reinforced with glass fiber reinforced polymer (GFRP) rebars. In: Proceedings of structural composites for infrastructure applications, Hurghada, Egypt Zaghloul E, Mahmoud Z, Salama T (2008) Punching behavior and strength of two-way concrete slabs reinforced with glass fiber reinforced polymer (GFRP) rebars. In: Proceedings of structural composites for infrastructure applications, Hurghada, Egypt
go back to reference Zhang Q (2006) Behaviour of two-way slabs reinforced with CFRP bars. Master’s thesis, Memorial University of Newfoundland, St. John’s, NF, Canada Zhang Q (2006) Behaviour of two-way slabs reinforced with CFRP bars. Master’s thesis, Memorial University of Newfoundland, St. John’s, NF, Canada
go back to reference Zhang Q, Marzouk H, Hussein A (2005) A preliminary study of high-strength concrete two-way slabs reinforced with GFRP bars. In: Proceedings of the 33rd CSCE annual conference: general conference and international history symposium, CSCE, Toronto, ON, Canada Zhang Q, Marzouk H, Hussein A (2005) A preliminary study of high-strength concrete two-way slabs reinforced with GFRP bars. In: Proceedings of the 33rd CSCE annual conference: general conference and international history symposium, CSCE, Toronto, ON, Canada
go back to reference Zhou X (2020) Expremental study on the punching shear behavior of square GFRP reinforced concrete slabs. Master’s thesis, Zhejiang University of Technology, Zhejiang, China Zhou X (2020) Expremental study on the punching shear behavior of square GFRP reinforced concrete slabs. Master’s thesis, Zhejiang University of Technology, Zhejiang, China
go back to reference Zhu HY, Wang JL (2012) Plastic analysis on punching shear capacity of two-way BFRP rebar reinforced concrete slabs under central concentrated load. J Zhengzhou Univ (Eng Sci) 33:1–5. (in Chinese) Zhu HY, Wang JL (2012) Plastic analysis on punching shear capacity of two-way BFRP rebar reinforced concrete slabs under central concentrated load. J Zhengzhou Univ (Eng Sci) 33:1–5. (in Chinese)
go back to reference Zhu H, Zhang Y, Gao D, Xiao Z (27–29 Sep 2010) Deformation behavior of concrete two-way slabs reinforced with BFRP bars subjected to eccentric loading. In: Proceedings of the CICE 2010: the 5th international conference on FRP composites in civil engineering, Beijing, China Zhu H, Zhang Y, Gao D, Xiao Z (27–29 Sep 2010) Deformation behavior of concrete two-way slabs reinforced with BFRP bars subjected to eccentric loading. In: Proceedings of the CICE 2010: the 5th international conference on FRP composites in civil engineering, Beijing, China
Metadata
Title
FRP-RC Slabs Under Punching Shear: Assessment of Existing Models
Authors
Maged Tawfik
Taha Ibrahim
Mahmood Ahmad
Ahmed F. Deifalla
Ahmed Awad
Amr El-Said
Copyright Year
2023
DOI
https://doi.org/10.1007/978-3-031-47428-6_14