Chapter
Feb 8, 2016
Effective Width of Integral Bent Caps in Reinforced-Concrete Box-Girder Bridges
Publication: Geotechnical and Structural Engineering Congress 2016
Abstract
The objective of this paper is to revise the effective slab width of integral bent cap beams in reinforced concrete box-girder bridges. Currently, a conservative code-based value of 12 times the slab width plus the cap beam width is used to define the beam’s top and bottom flange widths to account for the box-girder slab contribution as part of the cap beam analysis and design. A comprehensive experimental study was utilized to revise the integral bent cap beam effective slab width for more accurate design and capacity estimation. Two large-scale column-cap beam-box-girder bridge subassemblages were tested under combined vertical and lateral loading. The first specimen was tested using quasi-static cyclic loading and the second was tested using hybrid simulation earthquake loading. A strain-based approach was used to estimate the bent cap effective slab width at different loading levels. The study concluded that 12 times the slab width is a conservative estimate for the box-girder slab contribution to the bent cap stiffness and capacity, and 18 times the slab width is a more accurate representation.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 8, 2016
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Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV. E-mail: [email protected]
Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.