تحلیل رفتار دال عرشه پل بتن مسلح تحت بارگذاری انفجار

[1] Z. Koccaz, F. Sutcu, and N. Torunbalci, “Architectural and structural design for blast resistant buildings,” in The 14th World Conference on Earthquake Engineering, Beijing, China, 2008.

[2] B. M. Jenkins and L. N. Gersten, “Protecting public surface transportation against terrorism and serious crime,” Mineta Transportation Institute, San Jose, CA, USA, 2001, pp. 23-29.

[3] A. Habibi, A. Khaledi, and N., “Evaluation of the rectangular loading pattern in the nonlinear analysis of bridges with mixed decks under the effect of explosion,” Ferdowsi Civil Engineering Journal, vol. 26, no. 2, pp. 67-68, 2015. (In Persian)

[4] Minnesota Department of Transportation, “Interstate 35W Bridge Collapse,” Apr. 20, 2008. [Online]. Available: http://www.dot.state.mn.us/i35wbridge/index.html. [Accessed: Jan. 1, 2023].

[5] E. B. Williamson, O. Bayrak, G. D. Williams, and C. E. Davis, “Blast-resistant highway bridges: design and detailing guidelines,” National Academy of Sciences, 2010, pp. 45-51.

[6] A. M. Alhassan and M. A. Alshahrani, “Nonlinear dynamic analysis of reinforced concrete bridges under blast loading,” Journal of Structural Engineering, vol. 147, no. 7, pp. 04021078, 2021.

[7] S. Payman, M. Hosseini, and M. H. Taghvi Parsa, “Analysis of the effects of protective concrete layer on the behavior of underground structures under surface explosive load,” Civil Defense, vol. 11, no. 1, pp. 83-90, 2020. (In Persian)

[8] A. Astaneh-Asl and J. Son, “Blast resistance of steel orthotropic bridge decks,” report no. UCB/CEE-STEEL-08/01, Civil and Environmental Engineering, University of California, Berkeley, CA, USA, 2008. (In Persian)

[9] W. Ren, L. H. Sneed, Y. Yang, and R. He, “Numerical simulation of prestressed precast concrete bridge deck panels using damage plasticity model,” International Journal of Concrete Structures and Materials, vol. 9, pp. 45-54, 2015.

[10] J. Lee, K. Choi, and C. Chung, “Numerical analysis-based blast resistance performance assessment of cable-stayed bridge components subjected to blast loads,” Applied Sciences, vol. 10, pp. 23-29, 2020.

[11] TM5-855-1, “Fundamentals of protective design for conventional weapons,” Department of US Army Security Engineering, Washington, DC, USA, Nov. 1986.

[12] A. Nayyeri, “Designing safe structures (basic principles and concepts),” Tehran: Malek Ashtar University of Technology, 2013, pp. 45(s). (In Persian)

[13] M. Chiquito, L. M. López, R. Castedo, and A. P. Pérez-Caldentey, “Behaviour of retrofitted masonry walls subjected to blast loading: damage assessment,” Engineering Structures, vol. 14, pp. 201, 2019.

[14] S. Payman and M. H. Taghvi Parsa, “Analysis of side surface explosive loading effects in a three-dimensional numerical model of reinforced concrete underground structure with RHT resistance model,” Civil Defense, vol. 8, no. 3, pp. 35-44, 2017. (In Persian)

[15] M. Taji, A. Hosseinzadeh Barforoosh, and A. Abedi, “Comparison of experiment and simulation of blast loading on the steel beam,” in 11th International Symposium on Rock Fragmentation by Blasting, NSW, Australia, 2015, pp. 24-26. (In Persian)

[16] P. Hassanvand and M. Hosseini, “Reinforcement of concrete bridge columns against explosive loading and comparison of different reinforcement methods,” Civil Defense, vol. 14, no. 3, pp. 27-39, 2023. (In Persian)

[17] J. Li, X. Huang, and G. Ma, “Blast protection shelter by using hollow steel filled with recycled concrete,” Tianjin University and Springer, vol. 14, pp. 426-429, 2008.

[18] T. J. Holmquist, G. R. Johnson, and W. H. Cook, “A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures,” in The 14th International Symposium on Ballistics, pp. 591-600, 1993.

[19] K. Xu and Y. Lu, “Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading,” Computers & Structures, vol. 84, pp. 431-438, 2006.

[20] Y. S. Tai, T. L. Chu, H. T. Hu, and J. Y. Wu, “Dynamic response of a reinforced concrete slab subjected to air blast load,” Theoretical and Applied Fracture Mechanics, vol. 56, pp. 140-147, 2011.

[21] J. Lee and K. C., “Numerical analysis-based blast resistance performance assessment of cable-stayed bridge components subjected to blast loads,” Applied Sciences, vol. 11, pp. 63-75, 2020.

[22] S. Peyman and M. H. Parsa, “Analysis of the effects of surface blasting on underground tunnels,” Passive Defense Promotion Scientific Quarterly, pp. 1-12, 2017. (In Persian)

[23] K. Van Tittelboom, N. De Belie, and P. Jacobs, “Self-healing concrete: a review,” Construction and Building Materials, vol. 24, no. 3, pp. 223-237, 2010.

[24] M. R. Al-Rub and K. K. A. A. Al-Omari, “Mechanical properties of hybrid fiber reinforced concrete,” Construction and Building Materials, vol. 236, p. 117554, 2020.

[25] F. A. S. Al-Mansoori, M. A. Al-Mansoori, and A. A. Al-Obaidy, “Effects of high-explosive charges on reinforced concrete structures,” Journal of Civil Engineering and Architecture, vol. 12, no. 2, pp. 153-162, 2018.

[26] T. H. A. A. Al-Shahrani and M. F. A. Al-Mansoori, “Protective coatings for reinforced concrete structures under explosive loading,” Materials, vol. 14, no. 12, p. 3346, 2021.

[27] R. C. H. K. N. Al-Jabari and H. A. A. Al-Din, “Future directions in blast-resistant design of structures,” Journal of Structural Engineering, vol. 147, no. 5, p. 04021032, 2021.