- 摘 要
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（1 湖南大學(xué)土木工程學(xué)院，長沙 410082；2 重慶大學(xué)， 重慶 400044；3 湖南高嶺建設(shè)集團(tuán)股份有限公司，長沙 410153）
［摘要］對一種新型后裝式密肋空心樓蓋的彈性階段變形進(jìn)行了對比試驗(yàn)研究，分析了后裝式預(yù)制底板對新型后裝式密肋空心樓蓋彈性階段抗彎剛度的貢獻(xiàn)。同時(shí)采用查表法和有限元法對新型后裝式密肋空心樓蓋肋梁的跨中變形進(jìn)行了分析計(jì)算，并將計(jì)算結(jié)果與試驗(yàn)結(jié)果進(jìn)行對比，驗(yàn)證了新型后裝式密肋空心樓蓋考慮預(yù)制底板彈性階段抗彎剛度貢獻(xiàn)的合理性，并給出了相應(yīng)建議，可為新型后裝式密肋空心樓蓋體系的設(shè)計(jì)和應(yīng)用提供參考。
［關(guān)鍵詞］后裝式; 密肋空心樓蓋; 彈性剛度; 試驗(yàn)研究; 有限元分析
中圖分類號：TU375.2 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2014)13-0009-06
Comparative experimental study and analysis on elastic deformation of a new type of post-constructed hollow-ribbed floor
Wu Fangbo1, Li Jun1, Zhou Xuhong1,2, Liu Biao1,3, Deng Libin1,3
(1 College of Civil Engineering, Hunan University, Changsha 410082, China; 2 Chongqing University, Chongqing 400044, China; 3 Hunan Gaoling Construction Group Stock Limited Company, Changsha 410153, China)
Abstract: A comparative experimental study on the elastic deformation of a new type of post-constructed hollow-ribbed floor was conducted. The elastic flexural stiffness contribution of post-constructed precast slabs on the new type of floor was studied. Look-up table method and finite element method were used to calculate the mid-span deformation of the rib beam of the floor and calculation results were compared with the experimental results to verify the rationality of considering the elastic flexural stiffness contribution of precast slabs on the new type of floor. The corresponding recommendations were given, which can provide reference for the design and application of the new type floor system.
Keywords: post-constructed; hollow-ribbed floor; elastic stiffness; experimental study; finite element analysis
*國家自然科學(xué)基金面上項(xiàng)目(51278179)，長沙市科技計(jì)劃項(xiàng)目（K1205229-11）。
作者簡介：吳方伯，碩士，教授，博士生導(dǎo)師，Email：wfbprof@163.com。
參考文獻(xiàn)
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