Title |
A Study on the Structural Behavior of LB-DECK Panel Considering Rebar-Arrangement in Site
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Keywords |
LB-DECK panel ; Main reinforcement ; Precast deck ; Static and fatigue behavior ; LB-DECK 패널 ; 주철근 ; 프리캐스트 바닥판 ; 정적 및 피로거동 |
Abstract |
The objective of this study is to verify whether the composite action is sufficiently strong to withstand at the interface and the structural behavior of LB-DECK panel with field concrete slab strengthened with main reinforcing bars. Static and fatigue tests are performed for LB-DECK panels with varied shapes and amounts of rebars, and the results are compared with those of field concrete panel(FCP). The test results indicate that the LB-DECK panel with 1.5 times of more rebars inside significantly increase the overall stiffness. LB-DECK penel usually shows on average 52.1 percent of improved stiffness compared with the FCP. The fatigue test results also show that the LB-DECK panel can withstand two-million cycles of repeated loads without any damage.
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