References
- EN 1992-1-1:2005. Eurocode 2—Design of Concrete Structures—Part 1-1: General Rules and Rules for Buildings. Comité Européen de Normalisation (CEN), Brussels, Belgium, 2005; 229.
- NEN 6720:1995. Regulations for Concrete: Structural Requirements and Calculation Methods. Dutch Normalisation Institute (NEN), 1995 (in Dutch). Netherlands.
- Hon A, Taplin G, Al-Mahaidi RS. Strength of reinforced concrete bridge decks under compressive membrane action. ACI Struct. J. 2005; 102(3): 393–401.
- Kirkpatrick J, Rankin GIB, Long AE. Strength evaluation of M-beam bridge deck slabs. Struct. Eng. 1984; 62b(3): 60–68.
- Batchelor BDV. Membrane Enhancement in Top Slabs of Concrete Bridges. Concrete Bridge Engineering, Performance and Advances. Routledge: London, 1990; 189–213.
- Bakht B, Jaeger LG. Ultimate load test of slab-on-girder bridge. J. Struct. Eng. 1992; 118(6): 1608–1624. doi: 10.1061/(ASCE)0733-9445(1992)118:6(1608)
- Fang IK, Lee JH, Chen CR. Behavior of partially restrained slabs under concentrated load. ACI Struct. J. 1994; 91(2): 133–139.
- Mufti AA, Jaeger LG, Bakht B, Wegner LD. Experimental investigation of fibre-reinforced concrete deck slabs without internal steel reinforcement. Can. J. Civ. Eng. 1993; 20(3): 398–406. doi: 10.1139/l93-055
- Ontario Highway Bridge Design Code (OHBDC), 2nd edn, Ontario Ministry of Transportation (OMTC), Highway Engineering Division, Ontario, Canada, 1983.
- Transit New Zealand Ararau Aotearoa, New Zealand Bridge Manual, 2nd edn, 2003.
- UK Highways Agency BD 81/02, Use of Compressive Membrane Action in Bridge Decks, Design Manual for Roads and Bridges, 3(4), part 20, 2002; 20.
- DIANA. FX+. User’s Manual 9.4.4. TNO Building and Construction Research, Delft, 2012.
- Muttoni A. Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Struct. J. 2008; 105(4): 440–450.
- Clément T, Ramos AP, Fernández Ruiz M, Muttoni A. Design for punching of prestressed concrete slabs. Struct. Concr. 2013; 14: 157–167. doi: 10.1002/suco.201200028
- Model Code 2010. Final Draft Volume I and II. fib 2012. Bulletin 65 and 66. 2012.
- Witteveen+Bos. Materiaalonderzoek betonnen kunstwerken 37h-006-01 van brienenoord oost (tussenstorten), Technical report (in Dutch), the Netherlands, 2009.
- Amir S. Compressive membrane action in prestressed concrete deck slabs. PhD thesis. Delft University of Technology, Delft, the Netherlands, 2014.
- Vugts MWJ. Experimental determination of bearing capacity of transversely prestressed concrete deck slabs. Master’s thesis. Delft University of Technology, the Netherlands, 2012.
- He W. Punching behaviour of composite bridge decks with transverse prestressing. PhD thesis. Queen’s University, Kingston, Ontario, Canada, 1992.
- EN 1991-2:2002. Eurocode 1—Actions on Structures—Part 2: Traffic loads on bridges, Comité Européen de Normalisation (CEN), Brussels, Belgium, 2002.
- Amir S, van der Veen C, de Boer A, Walraven JC. Experiments on punching shear behavior of prestressed concrete bridge decks. ACI Struct. J. 2016; 113: 627–636.
- Amir S, van der Veen C, Walraven JC, de Boer A. Numerical investigation of the punching shear capacity of transversely prestressed concrete deck slabs. Struct. Concr. 2019; 20(3), 1109–1122. doi: 10.1002/suco.201800285
- Muttoni A, Fernández Ruiz M. The levels-of-approximation approach in MC 2010: application to punching shear provisions. Struct. Concr. 2012; 13: 32–41. doi: 10.1002/suco.201100032
- Marshe S, Green MF. Punching behavior of composite bridge decks transversely prestressed with carbon fibre reinforced polymer tendons. Can. J. Civ. Eng. 1999; 26: 618–630. doi: 10.1139/l99-027
- Savides P. Punching strength of transversely prestressed deck slabs of composite I-beam bridges. Master’s thesis. Queen’s University, Kingston, Ontario, Canada, 1989.