Analysis of Reinforced Concrete Slabs with Reinforcements under Partitions with Finite Element Method

Tie Gang Zhou; Hai Tao Jiang

doi:10.4028/www.scientific.net/AMM.174-177.1494

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177Analysis of Reinforced Concrete Slabs with...

Analysis of Reinforced Concrete Slabs with Reinforcements under Partitions with Finite Element Method

Abstract:

There are no clear design standards for the reinforcements or concealed beams under partitions in reinforced concrete slabs which often appear in reinforced-concrete residential buildings. Designers, in most cases, have to rely on engineering experiences after a simple calculation to design such reinforcements or concealed beams. In this paper, we built a finite element model of such reinforced concrete slabs in SAP2000. The element for the plates was layered shell element. By changing the span , thickness and boundary constraints of the plate, the materials of the partition , the diameter of the reinforcements to analyze the force of the plate. Based on results analyzed, we discuss the internal forces of such plates, and offer suggestions for the selection of partitions and design of reinforcements.

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Periodical:

Applied Mechanics and Materials (Volumes 174-177)

Pages:

1494-1497

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.174-177.1494

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Online since:

May 2012

Authors:

Tie Gang Zhou, Hai Tao Jiang

Keywords:

Concealed Beam, Finite Element Method (FEM), Internal Force, Partition, Reinforced Concrete Slab, Reinforcement

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