Experimental Study on RC Beams Strengthened by a Novel Large Diameter Pre-stressed Stainless Steel Wire Mesh – Mortar Structure

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Abstract:

The pre-stressed stainless steel wire mesh (SSWM) –mortar (M) is a pre-stressed laminate structure for structural strengthening and rehabilitation. Pre-stressing the stainless steel wire mesh is the key technology for engineering practice. A jogged anchor is proposed for anchoring large diameter SSWM conveniently. The flexural performances of 5 damaged RC beams strengthened by pre-stressed SSWM-M and one referential RC beam were tested. The experimental results indicates that the large diameter pre-stressed SSWM-M has a better performance in controlling the crack growth, restoring the flexural capacity and stiffness than the small diameter pre-stressed SSWM-M.

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911-917

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Shang S P, Zeng L H, Peng H, Fang P. G. Flexural behavior of reinforced concrete beams with Ferro-cement. [J] Journal of Building Structures. 2003, 24(6): 87-91, 97. (in Chinese).

Google Scholar

[2] Nie J G, Cai Q, Zhang T S , Wang H B, et al. Experimental study on shear behavior of RC beams strengthened with stainless steel wire mesh permeability polymer mortar[J]. Journal of Building Structures,2005, 26(2): 10-17. (in Chinese).

Google Scholar

[3] Nie J G, Wang H B, Zhang T S, et al. Experimental study on flexural behavior of RC beams strengthened with stainless steel wire mesh and permeability polymer mortar[J]. Journal of Building Structures,2005,26(2): 1-9. (in Chinese).

Google Scholar

[4] Nie J G, Tao W, Zhang T S. Experimental study on the flexural behavior of RC beams strengthened with pre-stressed stainless steel wire mesh and permeability polymer mortar[J]. China Civil Engineering Journal, 2007, 40(8): 1-7. (in Chinese).

DOI: 10.4028/www.scientific.net/amm.256-259.911

Google Scholar

[5] GB 50010-2010. Code for design of concrete structures [S]. Beijing:China Building Industry Press,2010. (in Chinese).

Google Scholar

[6] Ye Lieping. Concrete Structures[M]. Beijing:Tsinghua University Press,2005. (in Chinese).

Google Scholar

[7] Wang Hanbing. Experimental study on RC beam rehabilitation with stainless steel wire mesh and polymer mortar[D]. Beijing:Department of Civil Engineering, Tsinghua University, ,2003. 6. (in Chinese).

Google Scholar