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International Wood Engineering Conference , New Orleans, Louisiana, October 28–31, 1996, pp. 3431–3435. Kuhlmann U., Schanzlin J. Grooves as shear connectors for timber-concrete composite decks, International RILEM Symposium on Joints

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

, 2017 . 10.1016/j.conbuildmat.2016.12.187 [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

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