Investigation of concrete cracking effect in deck slab of continuous bridges

Baltic Journal of Road and Bridge Engineering

Volumn 5, Issue 2, 2010, Pages 83-88

  Gribniak, Viktor ^a   Kaklauskas, Gintaris ^a   Čygas, Donatas ^a   Bačinskas, Darius ^a   Kupliauskas, Rimantas ^b   Sokolov, Aleksandr ^c  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

^b JsC Grinda   (Lithuania)

^c NONE

Author keywords

And experimental investigation; Bridge deck slab; Cracking; Reinforced concrete (RC); Tensile members

Indexed keywords

EID: 77954617061     PISSN: 1822427X     EISSN: 18224288     Source Type: Journal    
DOI: 10.3846/bjrbe.2010.12     Document Type: Article

References (24)

1. Červenka, J.; Chandra Kishen, J. M.; Saouma, A. E. 1998. Mixed Mode Fracture of Cementitious Biomaterial Interfaces. Part II: Numerical Simulation, Engineering Fracture Mechanics 60(1): 95-107. doi:10.1016/S0013-7944(97)00094-5
2. Gribniak, V.; Kaklauskas, G.; Bačinskas, D. 2007. State-of-Art Review on Shrinkage Effect on Cracking and Deformations of Concrete Bridge Elements, The Baltic Journal of Road and Bridge Engineering 2(4): 183-193.
3. Gribniak, V.; Kaklauskas, G.; Bačinskas, D. 2008. Shrinkage in Reinforced Concrete Structures: a Computational Aspect, Journal of Civil Engineering and Management 14(1): 49-60. doi:10.3846/1392-3730.2008.14.49-60
4. Gribniak, V.; Kaklauskas, G.; Idnurm, S.; Bačinskas, D. 2010. Finite Element Mesh Size Effect on Deformation Predictions of Reinforced Concrete Bridge Girder, The Baltic Journal of Road and Bridge Engineering 5(1): 19-27. doi:10.3846/bjrbe.2010.03
5. Gustafson, W. C.; Wright, R. N. 1968. Analysis of Skewed Composite Girder Bridges, AsCE Journal of the structural Division 94(4): 919-941.
6. Juozapaitis, A.; Vainiunas, P.; Kaklauskas, G. 2006. A New Steel Structural System of a Suspension Pedestrian Bridge, Journal of Constructional steel Research 62(12): 1257-1263. doi:10.1016/j.jcsr.2006.04.023
7. Juozapaitis, A.; Idnurm, S.; Kaklauskas, G.; Idnurm, J.; Gribniak, V. 2010. Non-Linear Analysis of Suspension Bridges with Flexible and Rigid Cables, Journal of Civil Engineering and Management 16(1): 149-154. doi:10.3846/jcem.2010.14
8. Kaklauskas, G. 2004. Flexural Layered Deformational Model of Reinforced Concrete Members, Magazine of Concrete Research 56(10): 575-584.
9. Kaklauskas, G.; Bačinskas, D.; Gribniak, V.; Geda, E. 2007. Mechanical Simulation of Reinforced Concrete Slabs Subjected to Fire, Technological and Economic Development of Economy 13(4): 295-302.
10. Kaklauskas, G.; Girdžius, R.; Bačinskas, D.; Sokolov, A. 2008. Numerical Deformation Analysis of Bridge Concrete Girders, The Baltic Journal of Road and Bridge Engineering 3(2): 51-56. doi:10.3846/1822-427X.2008.3.51-56
11. Kaklauskas, G.; Gribniak, V.; Bačinskas, D.; Vainiunas, P. 2009. Shrinkage Influence on Tension Stiffening in Concrete Members, Engineering structures 31(6): 1305-1312. doi:10.1016/j.engstruct.2008.10.007
12. Kudzys, A.; Kliukas, R. 2008a. Limit State and Probabilistic Formats in the Analysis of Bracing Piers of Annular Cross-Sections, The Baltic Journal of Road and Bridge Engineering 3(3): 167-173. doi:10.3846/1822-427X.2008.3.167-173
13. Kudzys, A.; Kliukas, R. 2008b. Precast Spun Concrete Piers in Road Bridges and Footbridges, The Baltic Journal of Road and Bridge Engineering 3(4): 187-197. doi:10.3846/1822-427X.2008.3.187-197
14. Mari, A. R.; Montaner, J. 2000. Continuous Precast Concrete Girder and Slab Bridge Decks, Proceedings of the Institution of Civil Engineers, structures and Buildings 140(3): 195-206. doi:10.1680/istbu.2000.32588
15. Moffatt, K. R.; Dowling, P. J. 1979. Distribution of Longitudinal Stresses in Cracked Reinforced Concrete Tension Flanges of Composite Girders, Proceedings of the Institution of Civil Engineers, Part 2 67(1): 185-189.
16. Moffatt, K. R.; Lim, P. T. K. 1976. Finite Element Analysis of Composite Box Girder Bridges Having Complete or Incomplete Interaction, Proceedings of the Institution of Civil Engineers, Part 2 61(1): 1-22.
17. Muttoni, A.; Ruiz, M. F. 2007. Concrete Cracking in Tension Members and Application to Deck Slabs of Bridges, ASCE Journal of Bridge Engineering 12(5): 646-653. doi:10.1061/(ASCE)1084-0702(2007)12:5(646)
18. Parsekian, G. A.; Shrive, N. G.; Brown, T. G.; Kroman, J.; Seibert, P. J.; Perry, V. H.; Boucher, A.; Ghoneim, G. 2009. Fullscale Testing of a Fibre-Reinforced Concrete Footbridge, Proceedings of the Institution of Civil Engineers, Bridge Engineering 162(4): 157-166. doi:10.1680/bren.2009.162.4.157
19. Ryu, H.-K.; Shim, C.-S.; Chang, S.-P. 2004. Testing a Composite Box-Girder Bridge with Precast Decks, Proceedings of the Institution of Civil Engineers, structures and Buildings 157(4): 243-250. doi:10.1680/stbu.157.4.243.41180
20. Shim, C.-S.; Chang, S.-P. 2003. Cracking of Continuous Composite Beams with Precast Becks, Journal of Constructional steel Research 59(2): 201-214. doi:10.1016/S0143-974X(02)00032-9
21. Shim, C.-S.; Kim, J.-H.; Chung, C.-H.; Chang, S.-P. 2000. The Behaviour of Shear Connection in Composite Beam with FullDepth Precast Slab, Proceedings of the Institution of Civil Engineers, structures and Buildings 140(1): 101-110. doi:10.1680/stbu.2000.140.1.101
22. Shim, C.-S.; Lee, P.-G.; Chang, S.-P. 2001. Design of Shear Connection in Composite Steel and Concrete Bridges with Precast Decks, Journal of Constructional steel Research 57(3): 203-219. doi:10.1016/S0143-974X(00)00018-3
23. Takács, P. F. 2002. Deformations in Concrete Cantilevel Bridges: Observations and Theoretical Modelling. PhD thesis. The Norwegian University of Science and Technology, Trondheim, Norway. 205 p.
24. Yousif, A. A.; Issa, M. A.; Kaspar, I. I.; Khayyat, S. Y. 1995. Field Performance of Full Depth Precast Concrete Panels in Bridge Deck Reconstruction, PCI Journal 40(3): 82-108.