Assessment of a Simplified Methodology for Preliminary Blast-Resistant Design of Insulated Precast Concrete Wall Panels

[1] ASADI, I. - SHAFIGH, P. - ABU HASSAN, ZFB. - MAHYUDDIN, NB.: Thermal conductivity of concrete – A review. Journal of Building Engineering 2018;20:81–93. https://doi.org/10.1016/j.jobe.2018.07.002. Search in Google Scholar

[2] LOSCH, E. D. - HYNES, P. W. - JR, R. A. - BROWNING, R. - CARDONE, P. - DEVALAPURA, R. et al.: State of the Art of Precast/Prestressed Concrete Sandwich Wall Panels 2011. Search in Google Scholar

[3] NAITO, C. - BEACRAFT, M. - HOEMANN, J. - SHULL, J. - SALIM, H. - BEWICK, B.: Blast Performance of Single-Span Precast Concrete Sandwich Wall Panels. J Struct Eng 2014; 140:04014096. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001020. Search in Google Scholar

[4] US Army Corps of Engineers Protective Design Center. TR 06-08 Single Degree of Freedom Structural Response Limits for Antiterrorism Design. Washington, DC: 2008. Search in Google Scholar

[5] RONG, Q. - ZHAO, Z. - HOU, X. - JIANG, Z.: A P-I Diagram Approach for Predicting Dynamic Response and Damage Assessment of Reactive Power Concrete Columns Subjected to Blast Loading. Buildings 2022; 12:462. https://doi.org/10.3390/buildings12040462. Search in Google Scholar

[6] JARRETT, D. E.: Derivation of The British Explosives Safety Distances. Annals of the New York Academy of Sciences 1968; 152:18–35. Search in Google Scholar

[7] BAKER, W. - COX, P. - WESTINE, P. - KULESZ, J. - STREHLOW, R.: Explosion Hazards and Evaluation. Londen, UK.: Elsevier; 1983. Search in Google Scholar

[8] ALAWAD, O. M. - GOMBEDA, M. J. - NAITO, C. J. - QUIEL, S. E.: Simplified Methodologies For Preliminary Blast-Resistant Design Of Precast Concrete Wall Panels. PCIJ 2019;64. https://doi.org/10.15554/pcij64.4-03. Search in Google Scholar

[9] Department of Defense (DoD). UFC 3-340-02 Unified Facilities Criteria: Structures to Resist the Effects of Accidental Explosions. Washington, D.C: 2014. Search in Google Scholar

[10] Precast/Prestressed Concrete Institute. PCI Design Handbook. 7th ed. Chicago, IL: 2010. Search in Google Scholar

[11] BIGGS, J. M.: Introduction Desing to Structural Dynamics. McGraw-Hill Book Company; 1964. Search in Google Scholar

[12] NAITO, C. - AULTMAN, S. - BAYLOT, J. - BREWE, J. E. - CLELAND, N. M. - COOPER, M. et al.: PCI Design Handbook: Appendix A: Blast-resistant design of precast, prestressed concrete components. PCI Journal 2014. Search in Google Scholar

[13] GOMBEDA, M. J. - TRASBORG, P. - NAITO, C. J. - QUIEL, S. E.: Simplified model for partially-composite precast concrete insulated wall panels subjected to lateral loading. Engineering Structures 2017;138:367–80. https://doi.org/10.1016/j.engstruct.2017.01.065. Search in Google Scholar

[14] LI, Q. M. - MENG, H.: Pressure-impulse diagram for blast loads based on dimensional analysis and single-degree-of-freedom model. Journal of Engineering Mechanics-Asce 2002; 128:87–92. https://doi.org/Doi10.1061/(Asce)0733-9399(2002)128:1(87). Search in Google Scholar

[15] LI, Q. M. - MENG, H.: Pulse loading shape e ects on pressure–impulse diagram of an elastic– plastic, single-degree-of-freedom structural model. International Journal of Mechanical Sciences 2002. Search in Google Scholar

[16] FALLAH, A. S. - LOUCA, L. A.: Pressure–impulse diagrams for elastic-plastic-hardening and softening single-degree-of-freedom models subjected to blast loading. International Journal of Impact Engineering 2007; 34:823–42. https://doi.org/10.1016/j.ijimpeng.2006.01.007. Search in Google Scholar

[17] SHI, Y. - HAO, H. - LI, Z. X.: Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads. International Journal of Impact Engineering 2008; 35:1213–27. https://doi.org/10.1016/j.ijimpeng.2007.09.001. Search in Google Scholar

[18] DRAGOS, J. - WU, C.: A new general approach to derive normalised pressure impulse curves. International Journal of Impact Engineering 2013; 62:1–12. https://doi.org/10.1016/j.ijimpeng.2013.05.005. Search in Google Scholar

[19] DRAGOS, J. - WU, C. - HASKETT, M. - OEHLERS, D.: Derivation of Normalized Pressure Impulse Curves for Flexural Ultra High-Performance Concrete Slabs. J Struct Eng 2013; 139:875–85. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000733. Search in Google Scholar

[20] WANG, W. - ZHANG, D. - LU, F. - TANG, F. - WANG, S.: Pressure-impulse diagram with multiple failure modes of one-way reinforced concrete slab under blast loading using SDOF method. J Cent South Univ 2013; 20:510–9. https://doi.org/10.1007/s11771-013-1513-z. Search in Google Scholar

[21] GRISARO, HY.: Dimensionless Pressure-Impulse Diagrams for Elastic Plastic and Elastic Plastic with Hardening Structural Members for SDOF Structural Systems. J Struct Eng 2022; 148:04022061. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003355. Search in Google Scholar

[22] BUWONO, H. K. - ALISJAHBANA S. W. - NAJID.: Modified Reed Equation of Blast Load on Plate with Stiffener. Civil and Environmental Engineering 2021; 17:219–28. https://doi.org/doi:10.2478/cee-2021-0023. Search in Google Scholar

[23] ALAWAD, O. M. - GOMBEDA, M. J. - QUIEL, S. E. - NAITO, C. J.: Flexural performance of nonloadbearing blast-resistant precast concrete cladding panels with discrete connections. Journal of Building Engineering 2020; 32:101438. https://doi.org/10.1016/j.jobe.2020.101438. Search in Google Scholar