Experimental Study of Masonry Structure under Impact Loading and Comparing it with Numerical Modeling Results via Finite Element Model Updating

[1] Sielicki, P.W., “Masonry failure under unusual impulse loading.” 2013: Wydawnictwo Politechniki PoznaĹ „skiej.

[2] Wu, C., H. Hao, and Y. Lu, “Dynamic response and damage analysis of masonry structures and masonry infilled RC frames to blast ground motion.” Engineering Structures, 2005. 27(3): p. 323-333.

[3] Chen, L., et al., “Responses of masonry infill walls retrofitted with CFRP, steel wire mesh and laminated bars to blast loadings.” Advances in Structural Engineering, 2014. 17(6): p. 817-836.

[4] Chen, L., et al. “Calibration and discussion of parameters of Mat_72Rel3 constitutive model on clay brick and mortar materials.” in Proceedings of 15th International Symposium on the Interaction of the Effects of Munitions with Structures. 2013.

[5] Gebbeken, N., T. Linse, and T. Araújo, “Masonry under dynamic actions—experimental investigations, material modeling and numerical simulations.” Advances in Protective Structures Research, 2012. 1: p. 131.

[6] Meyer, M.C.S., “Development of brick and mortar material parameters for numerical simulations, in Dynamic Behavior of Materials.” Volume 1. 2011, Springer. p. 351-359.

[7] Wei, X. and M.G. Stewart, “Model validation and parametric study on the blast response of unreinforced brick masonry walls.” International journal of impact engineering, 2010. 37(11): p. 1150-1159.

[8] Ma, G., H. Hao, and Y. Lu, “Homogenization of masonry using numerical simulations.” Journal of engineering mechanics, 2001. 127(5): p. 421-431.

[9] Milani, G., P.B. Lourenço, and A. Tralli, “Homogenized rigid-plastic model for masonry walls subjected to impact.” International Journal of Solids and Structures, 2009. 46(22): p. 4133-4149.

[10] Wei, X. and H. Hao, “Numerical derivation of homogenized dynamic masonry material properties with strain rate effects.” International Journal of Impact Engineering, 2009. 36(3): p. 522-536.

[11] Wu, C. and H. Hao, “Derivation of 3D masonry properties using numerical homogenization technique.” International Journal for numerical methods in engineering, 2006. 66(11): p. 1717-1737.

[12] Keys, R. and S.K. Clubley, “Modelling debris distribution of masonry panels subject to blast loads using experimental & applied element methods.” 2013.

[13] Riedel, W., et al., “Modeling and validation of a wall-window retrofit system under blast loading.” Engineering Structures, 2012. 37: p. 235-245.

[14] Akhaveissy, A., et al., “Implementation and comparison of a generalized plasticity and disturbed state concept for the load-deformation behavior of foundations.” Scientia Iranica, Transaction A: Civil Engineering, 2009. 16(3): p. 189-198.

[15] Akhaveissy, A., “Evaluation of Tunnel-Structure Interaction due to Strong ground movement.” 2007, Ph. D. Thesis, Civil Engineering Department, Tarbiat Modares University, Tehran, Iran.

[16] Akhaveissy, A., “Analysis of tunnel and super structures for excavation.” Scientia Iranica, 2011. 18(1): p. 1-8.

[17] Tu, Z. and Y. Lu, “FE model updating using artificial boundary conditions with genetic algorithms.” Computers & Structures, 2008. 86(7-8): p. 714-727.

[18] Wang, Z.-C., Y. Xin, and W.-X. Ren, “Nonlinear structural model updating based on instantaneous frequencies and amplitudes of the decomposed dynamic responses.” Engineering Structures, 2015. 100: p. 189-200.

[19] Xu, Y., et al., “Probability-based damage detection using model updating with efficient uncertainty propagation.” Mechanical Systems and Signal Processing, 2015. 60: p. 958-970.

[20] Bakir, P.G., E. Reynders, and G. De Roeck, “Sensitivity-based finite element model updating using constrained optimization with a trust region algorithm.” Journal of Sound and Vibration, 2007. 305(1-2): p. 211-225.

 [21] Bartoli, G., et al., “Bayesian model updating of historic masonry towers through dynamic experimental data.” Procedia engineering, 2017. 199: p. 1258-1263.

[22] Schlune, H., M. Plos, and K. Gylltoft, “Improved bridge evaluation through finite element model updating using static and dynamic measurements.” Engineering structures, 2009. 31(7): p. 1477-1485.

[23] Minshui, H. and Z. “Hongping, Finite element model updating of bridge structures based on sensitivity analysis and optimization algorithm.” Wuhan University Journal of Natural Sciences, 2008. 13(1): p. 87-92.

[24] Cooper, P.W., “Explosives engineering.” 1996: Vch Pub.

[25] Standard, A., “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” ASTM International 2002, ASTM D4767, 2002. 2.

[26] Jayasinghe, L.B., et al., “Blast response and failure analysis of pile foundations subjected to surface explosion.” Engineering Failure Analysis, 2014. 39: p. 41-54.

[27] Saleh, M. and L. Edwards, “Evaluation of soil and fluid structure interaction in blast modelling of the flying plate test.” Computers & Structures, 2015. 151: p. 96-114.

[28] Fox, D., et al., “The response of small scale rigid targets to shallow buried explosive detonations.” International Journal of Impact Engineering, 2011. 38(11): p. 882-891.

[29] Neuberger, A., S. Peles, and D. Rittel, “Scaling the response of circular plates subjected to large and close-range spherical explosions.” Part II: buried charges. International Journal of Impact Engineering, 2007. 34(5): p. 874-882.

[30] Tian, L. and Z.-X. Li, “Dynamic response analysis of a building structure subjected to ground shock from a tunnel explosion.” International Journal of Impact Engineering, 2008. 35(10): p. 1164-1178.

[31] Akhaveissy, A. and G. Milani, “Pushover analysis of large scale unreinforced masonry structures by means of a fully 2D non-linear model.” Construction and Building Materials, 2013. 41: p. 276-295.

[32] Hyde, D., “User’s guide for microcomputer program CONWEP, application of TM5-855-1, fundamentals of protective design for conventional weapons.” Instructional Rep. No. SL-88, 1992. 1.