References
[1] Al-mahmoud, F., Castel, A., Franois, R., Tourneur, C., 2007. Effect of surface pre-conditioning on bond of carbon fibre reinforced polymer rods to concrete.
Cement & Concrete Composites, 29(9):677-689.

[2] Alterman, D., Vilches, J., Neitzert, T., 2011. An analysis of the bonding energy through pull-out tests for aerated concrete with various steel strip geometries.
Advanced Materials Research, 275:55-58.

[3] Banholzer, B., Brameshuber, W., Jung, W., 2005. Analytical simulation of pull-out tests—the direct problem.
Cement & Concrete Composites, 27(1):93-101.

[4] Bouazaoui, L., Li, A., 2008. Analysis of steel/concrete interfacial shear stress by means of pull out test.
International Journal of Adhesion & Adhesives, 28(3):101-108.

[5] Cao, J., Chung, D., 2001. Degradation of the bond between concrete and steel under cyclic shear loading, monitored by contact electrical resistance measurement.
Cement and Concrete Research, 31(4):669-671.

[6] Chang, J., 2003. Bond degradation due to the desalination process.
Construction and Building Materials, 17(4):281-287.

[7] Chu, X.T., Neitzert, T., 2007. Experimental and numerical modelling of interfacial behaviour between galvanised steel and aerated concrete.
International Journal of Modelling, Identification and Control, 2(3):208-218.

[8] De Lorenzis, L., Rizzo, A., La Tegola, A., 2002. A modified pull-out test for bond of near-surface mounted FRP rods in concrete.
Composites Part B: Engineering, 33(8):589-603.

[9] Fang, C., Lundgren, K., Plos, M., Gylltoft, K., 2006. Bond behaviour of corroded reinforcing steel bars in concrete.
Cement and Concrete Research, 36(10):1931-1938.

[10] Jiang, D., Qiu, H., 2009. Simplified solution of the slip between rebar and concrete based on pull-out test.
Journal of Southeast University (Natural Science Edition), (in Chinese),39(4):830-835.
[11] Kearsley, E.P., Mostert, H.F., 2005. Designing Mix Composition of Foam Concrete with High Fly Ash Contents.
, Use of Foamed Concrete in Construction, International Conference Held at the University of Dundee, Scotland, UK, 29-36. :29-36.
[12] Khandaker, M., Hossain, A., 2008. Bond characteristics of plain and deformed bars in lightweight pumice concrete.
Construction and Building Materials, 22(7):1491-1499.

[13] Pozolo, A., Andrawes, B., 2011. Analytical prediction of transfer length in prestressed self-consolidating concrete girders using pull-out test results.
Construction and Building Materials, 25(2):1026-1036.

[14] Vilches, J., Ramezani, M., Neitzert, T., 2012. Experimental investigation of the fire resistance of ultra lightweight foam concrete.
International Journal of Advanced Engineering Applications, 1(4):15-22.
[15] Wei, G., Liu, G., Xu, C., Sun, X., 2012. Finite element simulation of perfect bonding for single fiber pull-out test.
Advanced Materials Research, 418-420:509-512.

[16] Wu, J.J., Cheng, X.H., Qi, Y., 2009. Simulation and analysis of single fibre pull-out test with FEM.
Journal of Shanghai Jiaotong University, 43(10):1601-1604.
[17] Wu, Z., Yuan, H., Niu, H., 2002. Stress transfer and fracture propagation in different kinds of adhesive joints.
Journal of Engineering Mechanics, 128(5):562-573.

[18] Yuan, H., Wu, Z., Yoshizawa, H., 2001. Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates.
Structural Engineering/Earthquake Engineering, 18(1):27s-39s.
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