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decks, in Joints in Timber Structures, Edited by Aicher, S., Reinhardt, H. W., Proceedings of the International RILEM Symposium , University of Stuttgart, 2000, pp. 283–290. Schanzlin J

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Pollack Periodica
Authors: Ivan V. Abramov, Pavel V. Lekomtsev, Аlexander V. Romanov, Аndrey V. Buchkin, Zarina S. Saidova, and Zoltan Orban

-0268(2005)9:4(289) [27] Gar S. P . Structural performance of a full-depth precast bridge deck system prestressed and reinforced with AFRP bars , PhD Theis , Texas A&M University, 2012 . [28] Al-Mayah A ., Soudki K ., Plumtree A . Novel anchor system for

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-9399(2009)135:11(1265) [16] W. K. Huang , X. N. Zhang , H. L. Rong , and B. Chen , “ Finite element method for predicting rutting depth of steel deck asphalt pavement based on accelerated pavement test ,” in Proceedings of the 3rd International Conference on

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Pollack Periodica
Authors: Laith Sh. Rasheed, Laith Mohammed Ridha Mahmmod, Sara Alaa Abed Alameer, and Abdulrasool Thamer Abdulrasool

. 135 , pp. 420 – 429 , 2017 . [12] D. Cusson , Z. Lounis , and L. Daigle , “ Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks – A case study ,” Cement Concrete Comp. , vol. 32 , no. 5

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. Input parameters for analysis Type reinforcement Deck thickness Effective depth Reinforcement ratio Force in column [kN] h d [mm] d [mm] ρ V Ed,ic V Ed,ec M1 Stirrups 350 300 0.838 1,725 1,112 M2 PSB® studs 300 240 1.409 1,673 1,180 M3 PSB Plus

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