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A platform for research: civil engineering, architecture and urbanism
Load distribution on prestressed concrete slab bridge
Analytical and experimental studies for transverse distribution of wheel loads on simply supported prestressed concrete slab bridge; slab is post-tensioned in two directions; results prove that present empirical rule for design of slabs of long spans and large width is too conservative from point of view of stresses; transverse prestressing had no effect on moments produced by wheel loads.
Load distribution on prestressed concrete slab bridge
Analytical and experimental studies for transverse distribution of wheel loads on simply supported prestressed concrete slab bridge; slab is post-tensioned in two directions; results prove that present empirical rule for design of slabs of long spans and large width is too conservative from point of view of stresses; transverse prestressing had no effect on moments produced by wheel loads.
Load distribution on prestressed concrete slab bridge
Prestressed Concrete Inst -- J
Scordelis, A.C. (author) / Samarzich, W. (author) / Pirtz, D. (author)
1960
16 pages
Article (Journal)
English
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