Abstract
The term deck slab is typically used in North America to describe the concrete slab of a girder bridge which supports the vehicle loads directly before transmitting their effects to the girders. In this chapter and elsewhere in this book, the term is used with this same meaning, rather than to describe a slab bridge as is done in some countries.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
AASHTO (1998) LRFD bridge design specifications. American Association of State Highway and Transportation Officials, Washington, DC
ACI (2004) Report on bridge decks free of steel reinforcement. ACI-ITG-3-04, Michigan
Alampalli S, Fu G (1991) Influence line tests of isotropically reinforced bridge deck slabs. Client report 54. Engineering Research and Development Bureau, New York State Department of Transportation, New York
Aly A, Bakht B, Schaefer J (1997) Design and construction of a Steel-Free deck slab in Ontario. In: Proceedings of the annual conference of the Canadian Society for Civil Engineering, Sherbrooke
Bakht B (1981) Testing of the Manitou Bridge to determine its safe load carrying capacity. Can J Civ Eng 8(2):218–224
Bakht B (1996) Revisiting arching in deck slabs. Can J Civ Eng 23(4):973–981
Bakht B, Agarwal AC (1993) Deck slabs of skew bridges. In: Proceedings of the annual conference of the Canadian Society for Civil Engineering, vol II
Bakht B, Agarwal AC (1995) Deck slabs of skew bridges. Can J Civ Eng 22(4):514–981
Bakht B, Csagoly PF (1979) Bridge testing, Structural research report SRR-79-10. Ministry of Transportation and Communications, Downsview
Bakht B, Jaeger LG (1985) Bridge analysis simplified. McGraw-Hill, New York
Bakht B, Markovic S (1986) Accounting for internal arching in deck slab design. J Inst Eng (India) 67(CI1):18–25
Bakht B, Mufti AA (1998) Five steel-free bridge deck slabs in Canada. Struct Eng Int (IABSE) 8(3):196–200
Beal BD (1982) Load capacity of concrete bridge decks. ASCE J Struct Div 108(ST4):814–832
CHBDC (2000) Canadian highway bridge design code, CAN/CSA-S6-00. Canadian Standards Association International, Toronto
CHBDC (2006) Canadian highway bridge design code, CAN/CSA-S6-06. Canadian Standards Association International, Toronto
deV Batchelor B, Hewitt BE, Csagoly PF (1978) Investigation of the ultimate strength of deck slabs of composite steel concrete bridges. TRR record no. 664: 162, Transportation Research Board, Washington, DC
deV Batchelor B, Hewitt BE, Csagoly PF, Holowka M (1985) Load carrying capacity of concrete deck slabs. Structural research report SRR-85-03. Ministry of Transportation and Communications, Downsview
Dorton RA, Holowka M, King JPC (1977) The Connestogo River Bridge – design and testing. Can J Civ Eng 4(1):18–39
Dyduch K, Szerszen M (1994) Experimental investigation of the fatigue strength of plain concrete under high compressive loading. Mater Struct 27:505–509
Fang I-K, Worley J, Burns NH, Klinger RE (1990) Behaviour of isotropic R/C bridge decks. ASCE J Struct Eng 116(3)
FORTA Corporation. Fibrous reinforcement Type A-10. 100 Forta Drive, Grove City
Fu G, Alampalli S, Pezze FP III (1992) Long term serviceability of isotropically reinforced bridge deck slabs, Pre-print no. 92-0293. Transportation Research Board, Washington, DC
Hewitt BE, deV Batchelor B (1975) Punching shear strength of restrained slabs. ASCE J Struct Div 101(ST9):1827–1853
Jackson PA, Cope RJ (1990) The behaviour of deck slabs under full global loads. Developments in short and medium span bridge engineering ’90. Can Soc Civ Eng 1:253–264
Johnson RP, Arnaouti C (1980) Punching shear strength of concrete slabs subjected to in-plane biaxial tension. Mag Concr Res 32(110)
Khanna OS, Mufti AA, Bakht B (2000) Reinforced concrete bridge deck slabs. Can J Civ Eng 27(3):475–480
Kinnunen S, Nylander H (1960) Punching of concrete slabs without shear reinforcement. Transactions, Royal Institute of Technology, Stockholm, No. 158
Kirkpatrick J, Rankin GIB, Long AE (1984) Strength evaluation of M–beam bridge deck slabs. Struct Eng 62B(3):60–68
Kuang JS, Morley CT (1992) Punching shear behaviour of restrained reinforced concrete slabs. ACI Struct J 89(1):13–19
Limaye VN (2004) Steel-free decks under cyclic loading: a study of crack propagation and strength degradation. Ph.D. thesis, Dalhousie University, Halifax
Maheu J, Bakht B (1994) A new connection between barrier wall and deck slab. In: Proceedings of the annual meeting of the Canadian Society for Civil Engineering, Winnipeg
Malvar LJ (1992) Punching shear failure of a reinforced concrete pier deck model. ACI Struct J 89(5)
Matsui S (1994) New weigh method of axle loads of vehicles and axle weight characteristics of trucks in Japan. In: Proceedings of the 4th international conference on short and medium span bridges, Halifax, pp 533–544
Matsui S, Tokai D, Higashiyama H, Mizukoshi M (2001) Fatigue durability of fiber reinforced concrete decks under running wheel load. In: Proceedings of the third international conference on concrete under severe conditions, Vancouver, vol 1, pp 982–991
Memon AH (2005) Comparative fatigue performance of steel-reinforced and steel-free concrete bridge deck slabs. Ph.D. thesis, University of Manitoba, Winnipeg
Mufti AA, Newhook JP (1998) Punching shear strength of restrained concrete bridge deck slabs. ACI Struct J 95:375–381
Mufti AA, Bakht B, Jaeger LG (1991) FRC deck slabs with diminished steel reinforcement. In: Proceedings of the IABSE symposium, Leningrad, pp 388–389
Mufti AA, Jaeger LG, Bakht B, Wegner LD (1993) Experimental investigation of FRC slabs without internal steel reinforcement. Can J Civ Eng 20(3):398–406
Mufti AA, Newhook JP, Mahoney MA (1999) Salmon river bridge field assessment. In: Proceedings of the 1999 Canadian Society for Civil Engineering annual conference, vol 1, pp 51–61
Mufti AA, Memon AH, Bakht B, Banthia N (2002) Fatigue investigation of steel-free bridge deck slabs. SP-206. In: Concrete: Material Science to Application, a Tribute to Surendra P. Shah. Balaguru P, Naaman A, Weiss W (eds). American Concrete Institute, Farmington Hills, pp 61–70
Newhook JP (1997) The behaviour of steel-free concrete bridge deck slabs under static loading conditions. A thesis submitted to the Faculty of Engineering in partial fulfilment of the requirements for the degree of Doctor of Philosophy, Dalhousie University
Newhook JP, Mufti AA (1996) Steel-free concrete bridge deck -the Salmon River project: experimental verification. In: Proceedings of the annual conference of the Canadian Society for Civil Engineering, Edmonton
Newhook JP, Mufti AA (2003) PUNCH user and theoretical manual. ISIS Canada Research Network, Winnipeg
OHBDC (1979) Ontario highway bridge design code, 1st edn. Ministry of Transportation of Ontario, Downsview
OHBDC (1983) Ontario highway bridge design code, 2nd edn. Ministry of Transportation of Ontario, Downsview
OHBDC (1992) Ontario highway bridge design code, 3rd edn. Ministry of Transportation of Ontario, Downsview
Okada K, Okamura M, Sononoda K (1978) Failure mechanism of reinforced concrete bridge deck slabs. Transportation research record no. 664, Washington, DC
Perdikaris PC, Beim S (1988) RC bridge decks under pulsating and moving load. ASCE J Struct Eng 114(3):591–607
Petrou MF, Perdikaris CP, Wang A (1993) Fatigue behaviour on noncomposite reinforced concrete bridge deck models, Transportation research record 1460. Transportation Research Board, Washington, DC, pp 73–80
Road Talk (1995) Strength without steel. Ont Transp Technol Tran Dig 1(3)
Sargent DD, Mufti AA, Bakht B (1999) Design construction and field testing of steel-free arch panel bridge deck for forestry bridges. In: Proceedings of the 1999 Canadian Society for Civil Engineering annual conference, vol I, pp 95–104
Selvadurai APS, Bakht B (1995) Simulation of rolling wheel loads on an FRC deck slab. In: Proceedings of the 2nd University-Industry workshop on FRC, Toronto, pp 273–287
Thorburn J, Mufti AA (1995) Full-scale testing of externally reinforced FRC bridge decks on steel girders. In: Proceedings of the annual conference of CSCE, Ottawa, vol II, pp 543–552
Wegner LD, Mufti AA (1994) Finite element investigation of fibre-reinforced concrete deck slabs without internal steel reinforcement. Can J Civ Eng 21(2):231–236
Youn S-G, Chang S-P (1998) Behaviour of composite bridge decks subjected to static and fatigue loading. ACI Struct J 95(3):249–258
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer International Publishing Switzerland
About this chapter
Cite this chapter
Bakht, B., Mufti, A. (2015). Arching in Deck Slabs. In: Bridges. Springer, Cham. https://doi.org/10.1007/978-3-319-17843-1_4
Download citation
DOI: https://doi.org/10.1007/978-3-319-17843-1_4
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-17842-4
Online ISBN: 978-3-319-17843-1
eBook Packages: EngineeringEngineering (R0)