Experimental Research on the Bearing Capacity of Timber Columns Repaired and Strengthened by BFRPS

Abstract:

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Using BFRPS to increase strength and durability of the structure has recently started to be used as a new technical mean. In this paper, eight BFRPS timber columns under axial compressive loads are tested, and damage characteristics and mechanical properties are studied based on the testing results. Compared with the components which are reinforced and not, the relationship between the effects of bearing factors and increasing degrees can be concluded, providing reference for the similar engineering problems.

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao

Pages:

4193-4196

DOI:

10.4028/www.scientific.net/AMR.255-260.4193

Citation:

J. S. Ma et al., "Experimental Research on the Bearing Capacity of Timber Columns Repaired and Strengthened by BFRPS", Advanced Materials Research, Vols. 255-260, pp. 4193-4196, 2011

Online since:

May 2011

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Price:

$35.00

[1] Zhao Donghai, Zhao Ming and Zhang Qian: Axis compression test of carbon fiber reinforced concrete cylinder. Building Structures, 2000(30, 7) 26-30. (In Chinese).

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[3] Qi Fengjie, etc. Review of basalt fiber research. Application of high-tech fibers, 2006(4). (In Chinese).

[4] Standard Test Method for Timber Structures GB/T50329-2002. (In Chinese).

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