Retrofitting Notch Damaged Box Steel Beams with Composite Materials
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-017-0293-7/fulltext.html
Reference28 articles.
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2. ANSYS (2009). ANSYS Help. Release 12.0, Copyright.
3. Ascione, L. and Berardi, V. P. (2011). “Anchorage device for FRP laminates in the strengthening of concrete structures close to beam-column joints.” Composites Part B: Engineering, Vol. 42, Issue 7, pp. 1840–1850, DOI: 10.1016/j.compositesb.2011.06.014.
4. Ascione, L., Berardi, V. P., and Mancusi, G., (2005). “A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams.” Composites Part B: Engineering, Vol. 36, Issue 1, pp. 83–90, DOI: 10.1016/S1359-8368(03)00018-0.
5. Buyukozturk, O. and Hearing, B. (1998). “Failure behavior of precracked concrete beams retrofitted with FRP.” Journal of Composites for Construction (ASCE), Vol. 3, No. 2, pp. 138–144, DOI: 10.1061/(ASCE)1090-0268(1998)2:3(138).
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