Numerical modeling of the behavior of overlaid slab panels for reinforced concrete bridge decks

Ahangar-Atashi, Mohammad-Hosein; Lachemi, Mohamed; Kianoush, M.R.

doi:10.1016/j.engstruct.2006.02.018

Cited by 4 publications

(2 citation statements)

References 4 publications

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“…The system is typically composed of high performance prefabricated full-dept precast, post-tensioned concrete panels, high strength longitudinal post-tensioning strands and/or bar systems typically run between the precast concrete deck panels through the joints, shear stud connectors aligned inside shear pockets, and transverse joints [1][2][3][4][5][6][7][8][9][10][11][12][13][14]. In stage construction, longitudinal joints along with transverse post-tensioning will be required.…”

Section: Introductionmentioning

confidence: 99%

The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling

Al-Rousan

Alhassan

Issa

2015

Engineering Structures

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Section: Introductionmentioning

confidence: 99%

The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling

Al-Rousan

Alhassan

Issa

2015

Engineering Structures

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“…In today's rapidly changing world, the quality of human life and economic progress of a country depend on the quantity, quality and efficiency of its infrastructures system [1]. Everywhere around the world, there is a need for significant investment to repair civil infrastructures, which are deteriorating under heavy use, severe exposure conditions, and age [1,2]. Economic depressions that happened in mid 1990's in the world have in fact caused more research expenditure on innovative health monitoring techniques that will enable optimum maintenance of structures.…”

Section: Introductionmentioning

confidence: 99%

Health Monitoring of Structures Using Modern Tools

Dissanayake

2008

Engineer

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The health monitoring of old structures is an essential part in Civil Engineering. In Sri Lanka, there are a variety of old structures such as stupas, ancient monumei»Js, buildings, bridges, and dams. Some of these structures (e.g. Stupas) are more than 2000 years old and are national treasures. Other old structures such as buildings, bridges, etc are nearly 100 years old and most of them dates backs to British colonial period. Interestingly, these are still used in social life. Hence, appraisal of these structures considering future existence and use is important at the national level. But this is often difficult owing to the lack of defined methods. This paper describes how health monitoring can be done using analytical and experimental considerations. In this context, three cases studies; namely, an old building, an old reservoir and an old bridge, in relation to load carrying capacity and displacements are used as illustrative examples.

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Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading

Benzerzour

Gagné

Abriak

et al. 2014

Construction and Building Materials

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Numerical modeling of the behavior of overlaid slab panels for reinforced concrete bridge decks

Cited by 4 publications

References 4 publications

The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling

The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling

Health Monitoring of Structures Using Modern Tools

Experimental and numerical study of the structural and cracking behavior of an overlaid slab panel under cyclic flexural loading

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