Influence of slab connection in case of expanded concrete pavements

Other literature type Croatian OPEN
Deluka-Tibljaš, Aleksandra; Prager, Andrija; Rukavina, Tatjana;
(2002)
  • Publisher: Croatian association of civil engineers
  • Journal: Građevinar,volume 54,issue 2 (issn: 0350-2465, eissn: 1333-9095)
  • Publisher copyright policies & self-archiving
  • Subject: expanded concrete slab; deck slab; connection of slabs; shear stud; expansion joint; load transfer | dilatirani betonski kolnik; ploča; povezanost ploča; moždanik; razdjelnica; prijenos opterećenja

Load transfer from the stressed slab to the neighboring unstressed slab is analyzed in order to establish possibilities for stress reduction in concrete. The contact between slabs is established by means of reinforcing steel shear studs while the influence of friction i... View more
  • References (5)

    ma 1. i 2., sa sigurnošću računati na prijenos opterećenja od 40%, čime se razlika naprezanja zbog opterećenja na sredini i smoždenom (ili sidrenom) rubu svodi na svega 10%.

    [1] Westergaard, H. M.: Stresses in Concrete Pavements Computed by Theoretical Analysis, Public Roads 7 (1926) 2, pp. 25.-35.

    [2] Eisenmann, J.; Betonfahrbahnen, W. Ernst u. Sohn, Berlin, München, Düsseldorf, 1979.

    [3] Chou, Yu T.: Estimating Load Transfer from Measured Joint Efficiency in Concrete Pavements, Transportation Research Record 1482, Washington, 1987.

    [5] Gschwendt, I.: Joint Load Transfer Testing, 8th International Symposium on Concrete Roads, Lisbon, Portugal (1998) 3, pp 37.-42.

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