Simplified Calculation Model of Analyzing Fiber Plasterboards Filled with Concrete Core Columns with Different Spacings

Abstract:

The simplified calculating model for fiber plasterboards filled with concrete core columns with different spacings was established. The method for calculating the moment-curvature relationship of concrete core column and the force-displacement skeleton curves of shear element was then proposed. The test data of fiber plasterboards filled with concrete core columns with different spacings were analyzed based on this model. The calculated curves agreed well with the experimental ones, which proves that this model has the advantages of clear mechanical conception，simple calculation and relatively good accuracy，and is convenient for calculating integral structure.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 890-895
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.890
• Online since: May 2012
• Authors: Qing Zhen Ma*, Xin Liang Jiang, Bao Kui Zhang
• Keywords: Calculating Model, Composite Material, Concrete Core Column, Fiber Plasterboard, Non-Linear Analysis

References

[1] Wu YF, A 2002 report into the physical testing and the development of design guidelines for the structural application of Rapid wall in building construction. Adelaide (Australia): Dare Sutton Clarke Engineers, 2002.

[2] Yu-Fei Wu, Mike P. Dare, Axial and Shear Behavior of Glass Fiber Reinforced Fiber plasterboards: Tests, Journal of Composites for Construction, ASCE. 8(6) (2004)569-578.

DOI: 10.1061/(asce)1090-0268(2004)8:6(569)

[3] Wu YF,The structural behavior and design methodology for a new building system consisting of glass fiber reinforced gypsum panels, Construction and Building Materials. 23(2009)2905-2913.

DOI: 10.1016/j.conbuildmat.2009.02.026

[4] YUE Jian-wei, JIANG Xin-liang, GU Yan, Mechanical behavior of glass fiber reinforced gypsum panels, J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition).38(5)(2006)639-645.

[5] Jiang Xinliang, Liu Kang, Gu Yan, et al, Experimental frames-fiber research on behavior of closely spaced concrete reinforced plasterboard under low cyclic loading, Journal of Building Structures.25(4)(2004)50-54(in Chinese).

[6] Wu Yu-Fei, The effect of longitudinal reinforcement on the cyclic shear behavior of glass fiber reinforced fiber plasterboards: tests, Engineering Structures. 26(2004)1633-1646.

DOI: 10.1016/j.engstruct.2004.06.009

[7] He Zheng, Ou Jinping, Nonlinear analysis of reinforced concrete structures, first ed., Harbin Institute of Technology, Harbin, China, 2006(in Chinese).

[8] Liu Kang. Experimental Research and Finite-element Analysis on the Seismic Performance of Fiber-reinforced Plasterboard Filled with Concrete, Tianjin University, Tianjin ,China,2003 (in Chinese).

[9] Li Hongnan, Li Bing, Experimental study on seismic restoring performance of reinforced concrete shear walls, Journal of Building Structures. 25(5)(2004)35-41(in Chinese).

[10] Liu Xili, Wang Bingquan, Basis of Composite Mechanics, China Architecture＆Building Press, Beijing,China,1984 (in Chinese).

[11] Yue Jianwei, Jiang Xinliang, Tests of shear performance of rapid walls, J. of HUST. 23(1)(2006)27-30 (in Chinese).

[12] Liu K, Wu YF, Jiang X, Shear strength of concrete filled glass fiber reinforced gypsum walls, Mater Struct. 41(4) (2008)649-662.

DOI: 10.1617/s11527-007-9271-8