Study on Shear Behavior of Concrete-polymer Cement Mortar at Elevated Temperature
Downloads
Fowler, D.W., Polymers in Concrete: A Vision for the 21st Century, Cement and Concrete Composites, 21(5–6), 1999, pp. 449-452. [CrossRef]
Santos, P.M.D. and Júlio, E.N.B.S., A State of the art Review on Roughness Quantification Methods for Concrete Surfaces, Construction and Building Materials, 38, 2013, pp. 912-923. [CrossRef]
Espeche, A.D. and León, J., Estimation of Bond Strength Envelopes for Old to new Concrete Interfaces based on a Cylinder Splitting Test, Construction and Building Materials, 25(3), 2011, pp. 1222-1235. [CrossRef]
Rashid, K., Ueda, T., Zhang, D., Miyaguchi, K., and Nakai, H., Experimental and Analytical Investigations on the Behavior of Interface between Concrete and Polymer Cement Mortar under Hygrothermal Conditions, Construction and Building Materials, 94, 2015, pp. 414-425. [CrossRef]
Momayez, A., Ehsani, M.R., Ramezanianpour, A.A., and Rajaie, H., Comparison of Methods for Evaluating Bond Strength between Concrete Substrate and Repair Materials, Cement and Concrete Research, 35(4), 2005, pp. 748-757. [CrossRef]
Smith, S.T. and Teng, J. FRP strengthened RC Beams I: Review of Debonding Strength Models, Engineering Structures, 24(4), 2002, pp. 385-395. [CrossRef]
Smith, S.T. and Teng, J., FRP strengthened RC Beams II: Assessment of Debonding Strength Models, Engineering Structures, 24(4), 2002, pp. 397-417. [CrossRef]
Zhang, D., Ueda, T., and Furuuchi, H., Intermediate Crack Debonding of Polymer Cement Mortar Overlay-Strengthened RC Beam, Journal of Materials in Civil Engineering, 23(6), 2011, 857-865. [CrossRef]
Satoh, K. and Kodama, K., Central Peeling Failure Behavior of Polymer Cement Mortar Retrofitting of Reinforced Concrete Beams, Journal of Materials in Civil Engineering, 17(2), 2005, pp. 126-136. [CrossRef]
Colotti, V. and Spadea, G., Shear Strength of RC Beams Strengthened with Bonded Steel or FRP Plates, Journal of Structural Engineering, 127(4), 2001, pp. 367-373. [CrossRef]
Colotti, V., Spadea, G., and Swamy, R.N., Structural Model to Predict the Failure Behavior of Plated Reinforced Concrete Beams, Journal of Composites for Construction, 8(2), 2004, pp. 104-22. [CrossRef]
Rashid, K., Ueda, T., and Zhang, D., Study on Strengthening of RC Beam by Overlaying with Polymer Cement Mortar at Elevated Temperature, Proceeding of Symposium on Reliability of Engineering System, Hangzhou, P.R. China, 2015. [CrossRef]
Rashid, K., Ueda, T., Zhang, D., and Fujima, S., Study on Behavior of Polymer Cement Mortar in Severe Environmental Conditions, Proceedings of 37th Annual Convention of Japan Concrete Institute (JCI), Chiba, Japan, 2015, pp. 1338-1345. [CrossRef]
Ohama, Y., Handbook of Polymermodified Concrete and Mortars Properties and Process Technology, New Jersy: Noyes Publications, 1995. [CrossRef]
Bazant,Z.P. and Kaplan, M.F., Concrete at High Temperature Material Properties and Mathematical Methods, Harlow: Longman, 1996. [CrossRef]
Zhang, D., Ueda, T., and Furuuchi, H., Concrete Cover Separation Failure of Overlay-strengthened Reinforced Concrete Beams, Construction and Building Materials, 26(1), 2012, pp. 735-745. [CrossRef]
Tounsi, A. and Benyoucef, S., Interfacial Stresses in Externally FRPplated Concrete Beams, International Journal of Adhesion and Adhesives, 27(3), 2007, pp. 207-215. [CrossRef]
Smith, S.T. and Teng, J., Interfacial Stresses in Plated Beams, Engineering Structures, 23(7), 2001, pp. 857-871. [CrossRef]
- Authors retain the copyright and publishing right, and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) followingthe publication of the article, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
