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2015 | OriginalPaper | Buchkapitel

5. Cantilever Slabs

verfasst von : Baidar Bakht, Aftab Mufti

Erschienen in: Bridges

Verlag: Springer International Publishing

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Abstract

The concrete deck slabs of girder bridges are usually projected transversely beyond the outermost girders. These projections, which are provided for reasons of economy and aesthetics, are referred to in this book as cantilever slabs or cantilever overhangs.

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Literatur
Zurück zum Zitat Bakht B (1981) Simplified analysis of edge-stiffened cantilever slabs. ASCE J Struct Eng 103(3):535–550 Bakht B (1981) Simplified analysis of edge-stiffened cantilever slabs. ASCE J Struct Eng 103(3):535–550
Zurück zum Zitat Bakht B, Holland DA (1976) A manual method for the elastic analysis of wide cantilever slabs of linearly varying thickness. Can J Civ Eng 3(4):523–530CrossRef Bakht B, Holland DA (1976) A manual method for the elastic analysis of wide cantilever slabs of linearly varying thickness. Can J Civ Eng 3(4):523–530CrossRef
Zurück zum Zitat Bakht B, Aziz TS, Bantusevicius KF (1979) Manual analysis of cantilever slabs of semi-infinite width. Can J Civ Eng 6(2):227–231CrossRef Bakht B, Aziz TS, Bantusevicius KF (1979) Manual analysis of cantilever slabs of semi-infinite width. Can J Civ Eng 6(2):227–231CrossRef
Zurück zum Zitat Bakht B, Mufti AA, Nath Y (2006) ANDECAS6 user manual – analysis and design of cantilever slabs. ISIS Canada Research Network, Winnipeg Bakht B, Mufti AA, Nath Y (2006) ANDECAS6 user manual – analysis and design of cantilever slabs. ISIS Canada Research Network, Winnipeg
Zurück zum Zitat CAN/CSA S6-06 (2006) Canadian highway bridge design code. CSA International, Mississauga CAN/CSA S6-06 (2006) Canadian highway bridge design code. CSA International, Mississauga
Zurück zum Zitat Dilger WH, Tadros GS, Chebib J (1990) Bending moments in cantilever slabs. Developments in short and medium span bridge engineering =90. Can Soc Civ Eng 1:256–276, Montreal Dilger WH, Tadros GS, Chebib J (1990) Bending moments in cantilever slabs. Developments in short and medium span bridge engineering =90. Can Soc Civ Eng 1:256–276, Montreal
Zurück zum Zitat Ghali A, Tadros GS (1980) User manual for computer program SPAST. Research report CE80-10. Department of Civil Engineering, University of Calgary. Calgary Ghali A, Tadros GS (1980) User manual for computer program SPAST. Research report CE80-10. Department of Civil Engineering, University of Calgary. Calgary
Zurück zum Zitat Jaeger LG, Bakht B (1990) Rationalization of simplified methods of analyzing cantilever slabs. Can J Civ Eng 17(5):856–867 Jaeger LG, Bakht B (1990) Rationalization of simplified methods of analyzing cantilever slabs. Can J Civ Eng 17(5):856–867
Zurück zum Zitat Kent G, Newhook J (1999) Wheel load tests on cantilever and internal panels on concrete deck slab on steel girders with and without bottom transverse GFRP reinforcement. Internal testing report. Dalhousie University, Halifax Kent G, Newhook J (1999) Wheel load tests on cantilever and internal panels on concrete deck slab on steel girders with and without bottom transverse GFRP reinforcement. Internal testing report. Dalhousie University, Halifax
Zurück zum Zitat Klowak C (2007) Static & fatigue behaviour of bridge deck cantilever overhangs subjected to a concentrated load. MSc thesis submitted to University of Manitoba, Winnipeg Klowak C (2007) Static & fatigue behaviour of bridge deck cantilever overhangs subjected to a concentrated load. MSc thesis submitted to University of Manitoba, Winnipeg
Zurück zum Zitat Klowak C, Mufti A, Bakht B (2013) ASCE J Compos Constr 9 Klowak C, Mufti A, Bakht B (2013) ASCE J Compos Constr 9
Zurück zum Zitat Mufti AA, Bakht B, Jaeger LG (1993) Moments in deck slabs due to cantilever loads. ASCE J Struct Div 119(6):1761–1777CrossRef Mufti AA, Bakht B, Jaeger LG (1993) Moments in deck slabs due to cantilever loads. ASCE J Struct Div 119(6):1761–1777CrossRef
Zurück zum Zitat OHBDC (1992) Ontario highway bridge design code. Ministry of Transportation of Ontario, Downsview OHBDC (1992) Ontario highway bridge design code. Ministry of Transportation of Ontario, Downsview
Zurück zum Zitat Parr S (1993) Analysis and design of deck slab overhangs of girder bridges. Thesis submitted in partial fulfilment of the requirements for the degree of MASc at the University of Toronto, Toronto Parr S (1993) Analysis and design of deck slab overhangs of girder bridges. Thesis submitted in partial fulfilment of the requirements for the degree of MASc at the University of Toronto, Toronto
Zurück zum Zitat Parr S, Bakht B (1993) Design moments due to loads on deck slab overhangs of girder bridges. In: Proceedings of the annual conference of Canadian Society for Civil Engineering, Fredericton Parr S, Bakht B (1993) Design moments due to loads on deck slab overhangs of girder bridges. In: Proceedings of the annual conference of Canadian Society for Civil Engineering, Fredericton
Zurück zum Zitat Tadros G, Bakht B, Mufti AA (1994) On the analysis of edge-stiffened cantilever slabs. In: Proceedings of the fifth colloquium on concrete in developing countries, Cairo Tadros G, Bakht B, Mufti AA (1994) On the analysis of edge-stiffened cantilever slabs. In: Proceedings of the fifth colloquium on concrete in developing countries, Cairo
Metadaten
Titel
Cantilever Slabs
verfasst von
Baidar Bakht
Aftab Mufti
Copyright-Jahr
2015
DOI
https://doi.org/10.1007/978-3-319-17843-1_5