Effect of Gap between Prefabricated Concrete Deck Elements on Stiffness of Composite Bridges

Authors

  • A. Abbas The University of Lahore
  • A. Ajwad University of Management and Technology http://orcid.org/0000-0001-6875-4157
  • M. A. Khan The University of Lahore
  • A. Aqdas The University of Lahore
  • U. Ilyas University of Management and Technology
  • M. U. Rashid University of Management and Technology
  • Abdullah and University of Management and Technology
  • M. A. Adnan University of Management and Technology

Abstract

Composite bridges are a new dimension of today’s bridges, which involves two materials of different properties that are combined to give a unique property together. In this research, such a bridge made of Concrete and steel was chosen where the supporting medium was a steel beam with a concrete deck on top of it. One of the more advanced steps in this bridge was to prefabricate the concrete deck. The influence of the gap between the prefabricated concrete deck elements and its effect on the bridge stiffness was studied under serviceability loading. It was found out that increasing the gap did affect the stiffness of composite bridge. The deflection increased linearly with the increase in gap of concrete deck elements. Also when compared with the hand calculation, the results from ABAQUS showed presence of shear lag.

Author Biographies

A. Abbas, The University of Lahore

Assistant Professor

Civil Engineerring Department

A. Ajwad, University of Management and Technology

Johar Town, Lahore

M. A. Khan, The University of Lahore

Civil Engineerring Department

A. Aqdas, The University of Lahore

Raiwand Road Campus, Lahore

U. Ilyas, University of Management and Technology

Johar Town, Lahore

M. U. Rashid, University of Management and Technology

Johar Town, Lahore

Abdullah and, University of Management and Technology

Johar Town, Lahore

M. A. Adnan, University of Management and Technology

Johar Town, Lahore

References

References

U. Kuhlman and B. Braun, “COMBRI Design Manual – Part II: State-of-the-Art and Conceptual Design of Steel and Composite Bridgesâ€, RFCS project RFS2-CT-2007-00031, Universitat Stuttgart, 2008.

V. Kartopoltsev, A. Kartopoltsev and B. Kolmakov, “Assessment of dynamic properties and stiffness of composite bridges with pavement defectsâ€, AIP Conference Proceedings 1800, 040016; https://doi.org/10.1063/1.4973057, 2017.

A. Zhou, “Stiffness and strength of fiber reinforced polymer composite bridge deck systemsâ€, PhD Thesis, Virginia Polytechnic Institute and State University, Blacksburg, Virginia, USA, 2002.

T. Siwowski, D. Kaleta and M. Rajchel, “Structural behaviour of an all-composite road bridgeâ€, Comp. Structures, vol. 192, pp. 555-567, 2018.

S. Yanas-Armas, J.D. Castro and T. Keller, “System transverse in-plane shear stiffness of pultruded GFRP bridge decksâ€, Engg. Structures,

vol. 107, pp. 34-46, 2016.

H. Tuwair, J. Volz, M.A. Elgawaday and K. Chandrashekhara, “Modeling and analysis of GFRP bridge deck panels filled with polyurethane foamâ€, J. Brdg. Engg., vol. 21, pp. 126-135, 2016.

M.P. Nijgh, I.A Girbacea and M. Viljkovic, “Elastic behaviour of a tapered steel-concrete composite beam optimized for reuseâ€, Engg. Structures, vol. 183, pp. 366-374, 2019.

M. Noel, N. Wahab and K. Soudki, “Experimental investigation of connection details for precast deck panels on concrete girders in composite deck constructionâ€, Engg. Structures, vol. 106, pp. 15-24, 2016.

J.B. Marcusson,†Design and construction of composite bridgesâ€, Bridge Structures, vol. 1, pp. 12-17, 2017.

A. Mohan and M. Tholkapian, “Behavior and impact of concrete deck slab, shear connector and steel beam in composite bridgeâ€, Int. J. Pure & App. Math., vol. 115, pp. 247-255, 2017.

A. Hibbet, J. Karlsson and G. Sorenson, “ABAQUS/CAE User's Manualâ€, Principia Ingenieros Consultores, Madrid, 1306p, 2000.

D. Simulia, “Abaqus CAE User manual User’s Manualâ€, Release 6.6.1, 2013.

J.T. Oden, “Finite elements: An introduction, in Handbook of Numerical Analysis II, Finite element methods (Part I)â€,

North-Holland, Amsterdam, pp. 3-12, 1991.

J. Brandborn and R. Johannsen, “General Technical description for classifying of overpassesâ€, ISSN: 1401-9612, 110p, 1998.

H. Sundquist “Beam and Frame Structuresâ€, Stockholm, Sweden,

p. 342, 2008.

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Published

29-04-2019

How to Cite

[1]
A. Abbas, “Effect of Gap between Prefabricated Concrete Deck Elements on Stiffness of Composite Bridges”, The Nucleus, vol. 56, no. 1, pp. 1–5, Apr. 2019.

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Articles