Finite element analysis on load-bearing properties of fabricated hollow-ribbed floorChinese Full Text
DU Bin;DONG Jinshuang;PEI Haoxu;School of Architectural Technology,Jiangsu Vocational Institute of Architectural Technology;Jiangsu Collaborative Innovation Center for Building Energy Saving and Construction Technology;School of Civil Engineering,Xi’an University of Architecture ＆ Technology;
Abstract: In order to study the load-bearing properties of fabricated hollow-ribbed floor,based on a cast-in-situ concrete hollow slab element with two-way ribs,an assembled monolithic slab element and a ribbed beams slab element,finite element analysis program ANSYS were used to analyze load-bearing properties of the concrete fabricated hollow-ribbed floor.The results indicate that the mechanical performance of the cast-in-situ concrete hollow slab element with two-way ribs is similar to that of the assembled monolithic slab element and the box filler can make an obvious contribution to the bearing capacity and stiffness of the slab element.
Keywords：
assembled monolithic; hollow-ribbed floor; box filler; mechanical properties; finite element analysis;
- DOI：
10.19712/j.cnki.jsjyxb.2017.01.013
- Series：
(C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject：
Architecture and Engineering
- Classification Code：
TU375
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