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Analysis of the Loading Capacity of Composite Slim Floors with Deep Deck

Author: WeiJingPeng
Tutor: JiaLianGuang；WangChunGang
School: Shenyang University of construction
Course: Structural Engineering
Keywords: Combination of flat Beam Floor Steel sheeting Bearing properties Design method Test
CLC: TU398.9
Type: Master's thesis
Year: 2011
Downloads: 13
Quote: 0
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Abstract


In recent years, the combination of the flat beam floor system in some European countries has been more widely used as a new form of composite slabs , composite steel - concrete flat beam floor steel beams wrapped in concrete slabs into the bond between steel and concrete role both work together , it has the advantage of lower structural height , speed up the construction speed and improve the fire performance . Try this floor in the form of individual works , the deep rib combination of steel - concrete flat Beam Floor is currently the hot spot . Mainly limited to a single combination for deep rib combination of flat beam Floor flat beams , as well as the combination of the flat beam node , rare for a whole floor of the study , and almost all of the studies were only consider the specimen to withstand the vertical loads situation. In practical engineering , deep rib combination the flat beam floor is often connected to the column as a whole , not only to withstand the floor vertical loads , withstand horizontal loads as well as the level of flexural framework . For the the deep rib combination of the flat beams whole floor , at home and abroad for its performance study of the vertical load force is not sufficient , more yet its theoretical and experimental research in the horizontal loads . This article mainly by means of test and theoretical analysis on the the deep rib combination of flat beam whole floor in the mechanical properties of the vertical loads and horizontal loads studied , the main contents include: experimental study investigated the strain distribution and failure mode and force performance as well as the overall floor space performance and dynamic performance ; recommendations for improvements to the combination of the flat beam beam-column joints constructed in view of the failure modes of the test floor .

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