Shear strength of steel-reinforced ultra-high performance concrete dry and epoxy joints for segmental girders
Joints in precast segmental bridge girders (PSBGs) are the locations of discontinuity and these parts are weaker than those of adjacent monolithic sections within the segment. During the service phase, the compression and shear forces are transmitted at this component. Generally, th...
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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2019
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| Subjects: | |
| Online Access: | http://psasir.upm.edu.my/id/eprint/84368/1/FK%202019%20120%20-%20ir.pdf |
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