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- W2379162281 abstract "In order to study the bending capacity of concrete-partial-filled narrow-width steel box composite beams in negative moment regions,and the stud spacing well as the different reinforcement amount used to the composite beam negative moment region concrete slab the crack resistance,crack development and the width influence,three beams flexure behaviors under negative moments have been tested.A formula for calculating crack-moment relationship was established in consideration of the influence of concrete shrinkage stress,comparing the calculation and test results are similar.Result showed,the internal force redistributes in the continuous composite beams negative moment regions due to concrete cracking when the load is very small,and the crack space is influenced by the stirrup space; The factors such as connection-degree and reinforcement amount would affect the continuous composite beams crack develop and width.Appropriate increase reinforcement amount can decrease the negative moment region of the composite beams of maximum crack width.Solving the cracking moment in negative moment area of the composite beam,the influence of concrete shrinkage stress was considered to control cracks of the concrete more accurately,verifying the feasi-bility of the approach which was put forward in the paper by comparing calculation results and experimental results." @default.
- W2379162281 created "2016-06-24" @default.
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- W2379162281 date "2014-01-01" @default.
- W2379162281 modified "2023-09-24" @default.
- W2379162281 title "Study on crack resistance of concrete-partial-filled narrow-width steel box composite beams" @default.
- W2379162281 hasPublicationYear "2014" @default.
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