A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The finite element technique was used to assess the effects of large web openings in the bent cap region of concrete box girder highway bridges. Bent caps were modeled which contained openings ranging in size from 0.21 to 0.625 of the member depth. The shape and location of the opening was varied. Sixty supported beams were also analyzed to provide the basis for a working stress design procedure used for determining the reinforcing requirements in the vicinity of the opening. (Author)
The finite element technique was used to assess the effects of large web openings in the bent cap region of concrete box girder highway bridges. Bent caps were modeled which contained openings ranging in size from 0.21 to 0.625 of the member depth. The shape and location of the opening was varied. Sixty supported beams were also analyzed to provide the basis for a working stress design procedure used for determining the reinforcing requirements in the vicinity of the opening. (Author)
Vierendeel Bent Caps
M. R. Ramey (author)
1972
118 pages
Report
No indication
English
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