Fracture Properties of Wide-notch Concrete Beams strengthened with Near-Surface Mounted CFRP Rebar
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-2373-3.pdf
Reference31 articles.
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2. Al-Mahmoud, F., Castel, A., François, R., and Tourneur, C. (2010). “RC beams strengthened with NSM CFRP rods and modeling of peeling-off failure.” Compos Struct, Vol. 92, No. 8, pp. 1920–1930, DOI: https://doi.org/10.1016/j.compstruct.2010.01.002 .
3. Chang, X., Yue, G. W., Lin, H. X., and Tang, C. A. (2010). “Modeling the pullout behavior of fiber reinforced polymer bars from concrete.” Constr Build Mater, Vol. 24, No. 4, pp. 431–437, DOI: https://doi.org/10.1016/j.conbuildmat.2009.10.020 .
4. Chen, Y. and Zhong, Q. P. (2009). “Fracture tests on CFRP-4ENF interfaces.” Journal of Hohai University (Natural Sciences), Vol. 37, No. 1, pp. 96–99, DOI: https://doi.org/10.1109/CLEOE-EQEC.2009.5194697 .
5. Constantinescu, G. S. and Patel, V. C. (1998). “A numerical model for simulation of pump-intake flow and vortices.” Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 2, pp. 123–134, DOI: https://doi.org/10.1061/(ASCE)0733-9429(1998)124:2(123) .
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