Using locally pre-stressed reinforcing bars to restore the capacity of severely damaged steel beams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-015-3009-1.pdf
Reference28 articles.
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2. Chen, S. (2005). “Experimental study of prestressed steelconcrete composite beams with external tendons for negative moments.” Journal of Constructional Steel Research, 61, pp. 1613–1630.
3. Chen, S. and Gu, P. (2004). “Load carrying capacity of composite beams prestressed with external tendons under positive moment.” Journal of Constructional Steel Research, 61, pp. 515–530.
4. Colombi, G. and Poggi, C. (2006). “An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips.” COMPOSITES PART B-ENGINEERING, 37, pp. 64–73. doi: 10.1016/j.compositesb.2005.03.002
5. Deng, J. and Lee, M. (2009). “Adhesive bonding in steel beams strengthened with CFRP.” Proc. Institution of Civil Engineers-Structures and Buildings, 162, pp. 241–249. doi: 10.1680/stbu.2009.162.4.241
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