بررسی اثر تخریبی انفجار در فواصل مختلف بر دیوار حائل بتنی

[1]     Smith, S. J.; McCann, D. M.; Kamara, M. E. “Blast Resistant Design Guide for Reinforced Concrete Structures”; Portland Cement Association, 2009.##

[2]     Mays, G. C.; Hetherington, J. G.; Rose, T. A. “Response to Blast Loading of Concrete Wall Panels With Openings”; J. Struct. Eng. 1999, 125, 1448–1450.##

[3]     Lok, T. S.; Xiao, J. R. “Steel Fibre Reinforced Concrete Panels Exposed to Air Blast Loading”; Proc. Inst. Civ. Eng. Build. 1999, 134, 319–331.##

[4]     Mosalam, K. M.; Mosallam, A. S. “Nonlinear Transient Analysis of Reinforced Concrete Slabs Subjected to Blast Loading and Retrofitted With CFRP Composites”; Compos. Part B Eng. 2001, 32, 623–636.##

[5]     Li, J.; Wu, C.; Hao, H. “Investigation of Ultra-High Performance Concrete Slab and Normal Strength Concrete Slab Under Contact Explosion”; Eng. Struct. 2015, 102, 395–408.##

[6]     Wang, W.; Zhang, D.; Lu, F.; Wang, S. C.; Tang, F. “Experimental Study on Scaling the Explosion Resistance of a One-Way Square Reinforced Concrete Slab Under Close-in Blast Loading”; Int. J. Impact Eng. 2012, 49, 158–164.##

[7]     Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; Whittaker, A. S. “Blast Testing of Ultra-High Performance Fibre and FRP-Retrofitted Concrete Slabs”; Eng. Struct. 2009, 31, 2060–2069.##

[8]     De Silva, R. V.; Pathegama Gamage, R.; Perera, A.; Samintha, M. “An Alternative to Conventional Rock Fragmentation Methods Using SCDA: A Review”; Energies. 2016, 9, 958-989.##

[9]     Luccioni, B. M.; Luege, M. “Concrete Pavement Slab Under Blast Loads”; Int. J. Impact Eng. 2006, 32, 1248–1266.##

[10]  Kamgar, R.; Shams, G. R. “Effect of Blast Load in Nonlinear Dynamic Response of the Buckling Restrained Braces Core”; J. Adv. Def. Sci. Technol. 2019, 9, 107–118 (In Persian).##

[11]  Lezgi, L. M.; Izadifard R. “Evaluation of Nonlinear Response of Reinforced Concrete Frames Designed According to Earthquake Codes and Subjected to Blast Loading”; J. Adv. Def. Sci. Technol. 2017, 8, 201–212 (In Persian).##

[12]  Kamgar, R.; Majidi, N.; Heidarzadeh, H. “Optimum Layout of Mega Buckling-Restrained Braces to Optimize the Behavior of Tall Buildings Subjected to Blast Load”; J. Adv. Def. Sci. Technol. 2020, 11, pp. 211–230 (In Persian).##

[13]  Tavakoli, R.; Kamgar, R.; Rahgozar, R. “The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading,”; Civ. Eng. J. 2018, 4, 1338–1353.##

[14]  Sadrnejad, S. A.; Ziaei, M. “Behavior of Beam-Column Bolted End-Plate Connections Under Blast,”; J. Adv. Def. Sci. Technol. 2013, 4, 93–101(In Persian).##

[15]  Wang, W.; Zhang, D.; Lu, F.; Wang, S.; Tang, F. “Experimental Study and Numerical Simulation of the Damage Mode of  Square Reinforced Concrete Slab Under Close-in Explosion”; Eng. Fail. Anal. 2013, 27, 41–51.##

[16]  Jain, S.; Tiwari, R.; Chakraborty, T.; Matsagar, V. “Dynamic Response of Reinforced Concrete Wall Under Blast Loading”; Indian Concr. J. 2015, 89, 27–41.##

[17]  Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Seismic Performance of Outrigger-Belt Truss System Considering Soil-Structure Interaction,”; Int. J. Adv. Struct. Eng. 2019, 11, 45–54.##

[18]  Kamgar, R.; Khatibinia, M.; “Optimization Criteria for Design of Tuned Mass Dampers Including Soil-structure Interaction Effect”;Int. J. Optim. Civil Eng. 2019, 9, 213–232.##

[19]  Kamgar, R.; Gholami, F.; Sanayei, H. R. Z.; Heidarzadeh, H.; “Modified Tuned Liquid Dampers for Seismic Protection of Buildings Considering Soil-Structure Interaction Effects”; Iran. J. Sci. Technol. Trans. Civ. Eng. 2020, 44, 339–354.##

[20]  Heidarzadeh, H.; Kamgar, R.; “Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling”; Geotech. Geol. Eng. 2020, 38, 2213–2225.##

[21]  Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Optimal Location of Energy Dissipation Outrigger in High-Rise Building Considering Nonlinear Soil-Structure Interaction Effects”; Period. Polytech. Civ. Eng. 2020.##

[22]  Baziar, M. H.; Rabeti Moghadam, M.; Gholipour, S; “Numerical Investigation of Gravity and Reinforced Soil Wall Performance Under Blast Loading,”; J. Adv. Def. Sci. Technol. 2012, 3, 259–267 (In Persian).##

[23]  Toy, A. T.; Sevim, B.; “Numerically and Empirically Determination of Blasting Response of a RC Retaining Wall Under TNT Explosive”; Adv. Concr. Constr. 2017, 5, 493–512.##

[24]  GuhaRay, A.; Mondal, S.; Mohiuddin, H. H.; “Reliability Analysis of Retaining Walls Subjected to Blast Loading By Finite Element Approach”; J. Inst. Eng. Ser. A. 2018, 99, no. 95–102.##

[25]  Foglar, M.; Hajek, R.; Fladr, J.; Pachman, J.; Stoller, J. “Full-Scale Experimental Testing of the Blast Resistance of HPFRC and UHPFRC Bridge Decks”; Constr. Build. Mater. 2017, 145,  588–601.##

[26]  Abeysinghe, T. M.; Tanapornraweekit, G.; Tangtermsirikul, S.; Pansuk, W.; Nuttayasakul, N. “Performance of Aramid Fiber Reinforced Concrete Panels Under Blast Loads”; Fourth Asian Conf. on Defence Technology-Japan 2017, 1–6.##

[27]  Yoo, D. Y.; Banthia, N. “Mechanical and Structural Behaviors of Ultra-High-Performance Fiber Reinforced Concrete Subjected to Impact and Blast”; Constr. Build. Mater. 2017,  149, 416–431.##

[28]  Dusenberry, D. O. “Handbook for Blast Resistant Design of Buildings”; John Wiley & Sons, 2010.##

[29]  Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J. “Blast Loading and Blast Effects on Structures: An Overview”; Electron. J. Struct. Eng. 2007, 7, 76–91.##

[30]   Unified Facilities Criteria (UFC 3-340-02) “Structures to Resist the Effects of Accidental Explotions”; US Department of Defence, Washington DC. 2008.##

[31]  Abaqus/Explicit V6.13. “User Manual”; Providence, RI, USA. Abaqus Inc. DS Simulia. 2013.##

[32]  Kwan, A. K. H.; Chu, S. H.; “Direct Tension Behaviour of Steel Fiber Reinforced Concrete Measured by a New Test Method”; Eng. Struct. 2018, 176, 324–336.##

[33]  A. C. I. Committee and I. O. for Standardization; “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,”; 2008.##

[34]  Belarbi, T. H. A.; “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,”; Struct. J. 1994, 91.##

[35]  Helwany, S. “Applied Soil Mechanics With Abaqus Aapplications”; John Wiley & Sons, 2007.##

[1]     Smith, S. J.; McCann, D. M.; Kamara, M. E. “Blast Resistant Design Guide for Reinforced Concrete Structures”; Portland Cement Association, 2009.

[2]     Mays, G. C.; Hetherington, J. G.; Rose, T. A. “Response to Blast Loading of Concrete Wall Panels With Openings”; J. Struct. Eng. 1999, 125, 1448–1450.

[3]     Lok, T. S.; Xiao, J. R. “Steel Fibre Reinforced Concrete Panels Exposed to Air Blast Loading”; Proc. Inst. Civ. Eng. Build. 1999, 134, 319–331.

[4]     Mosalam, K. M.; Mosallam, A. S. “Nonlinear Transient Analysis of Reinforced Concrete Slabs Subjected to Blast Loading and Retrofitted With CFRP Composites”; Compos. Part B Eng. 2001, 32, 623–636.

[5]     Li, J.; Wu, C.; Hao, H. “Investigation of Ultra-High Performance Concrete Slab and Normal Strength Concrete Slab Under Contact Explosion”; Eng. Struct. 2015, 102, 395–408.

[6]     Wang, W.; Zhang, D.; Lu, F.; Wang, S. C.; Tang, F. “Experimental Study on Scaling the Explosion Resistance of a One-Way Square Reinforced Concrete Slab Under Close-in Blast Loading”; Int. J. Impact Eng. 2012, 49, 158–164.

[7]     Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; Whittaker, A. S. “Blast Testing of Ultra-High Performance Fibre and FRP-Retrofitted Concrete Slabs”; Eng. Struct. 2009, 31, 2060–2069.

[8]     De Silva, R. V.; Pathegama Gamage, R.; Perera, A.; Samintha, M. “An Alternative to Conventional Rock Fragmentation Methods Using SCDA: A Review”; Energies. 2016, 9, 958-989.

[9]     Luccioni, B. M.; Luege, M. “Concrete Pavement Slab Under Blast Loads”; Int. J. Impact Eng. 2006, 32, 1248–1266.

[10]  Kamgar,R.; Shams, G. R. “Effect of Blast Load in Nonlinear Dynamic Response of the Buckling Restrained Braces Core”; J. Adv. Def. Sci. Technol.2019, 9, 107–118 (In Persian).

[11]  Lezgi, L. M.; Izadifard R. “Evaluation of Nonlinear Response of Reinforced Concrete Frames Designed According to Earthquake Codes and Subjected to Blast Loading”; J. Adv. Def. Sci. Technol. 2017, 8, 201–212 (In Persian).

[12]  Kamgar,R.; Majidi, N.; Heidarzadeh, H. “Optimum Layout of Mega Buckling-Restrained Braces to Optimize the Behavior of Tall Buildings Subjected to Blast Load”; J. Adv. Def. Sci. Technol. 2020, 11, pp. 211–230 (In Persian).

[13]  Tavakoli, R.; Kamgar, R.; Rahgozar, R. “The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading,”; Civ. Eng. J. 2018, 4, 1338–1353.

[14]  Sadrnejad, S. A.; Ziaei, M. “Behavior of Beam-Column Bolted End-Plate Connections Under Blast,”; J. Adv. Def. Sci. Technol. 2013, 4, 93–101(In Persian).

[15]  Wang, W.; Zhang, D.; Lu, F.; Wang, S.; Tang, F. “Experimental Study and Numerical Simulation of the Damage Mode of  Square Reinforced Concrete Slab Under Close-in Explosion”; Eng. Fail. Anal. 2013, 27, 41–51.

[16]  Jain, S.; Tiwari, R.; Chakraborty, T.; Matsagar, V. “Dynamic Response of Reinforced Concrete Wall Under Blast Loading”; Indian Concr. J. 2015, 89, 27–41.

[17]  Tavakoli, R.; Kamgar, R.; Rahgozar, R.;“Seismic Performance of Outrigger-Belt Truss System Considering Soil-Structure Interaction,”; Int. J. Adv. Struct. Eng. 2019, 11, 45–54.

[18]  Kamgar, R.; Khatibinia, M.; “Optimization Criteria for Design of Tuned Mass Dampers Including Soil-structure Interaction Effect”;Int. J. Optim. Civil Eng. 2019, 9, 213–232.

[19]  Kamgar, R.; Gholami, F.; Sanayei, H. R. Z.; Heidarzadeh, H.; “Modified Tuned Liquid Dampers for Seismic Protection of Buildings Considering Soil-Structure Interaction Effects”; Iran. J. Sci. Technol. Trans. Civ. Eng. 2020, 44, 339–354.

[20]  Heidarzadeh, H.; Kamgar, R.; “Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling”; Geotech. Geol. Eng. 2020, 38, 2213–2225.

[21]  Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Optimal Location of Energy Dissipation Outrigger in High-Rise Building Considering Nonlinear Soil-Structure Interaction Effects”; Period. Polytech. Civ. Eng. 2020.

[22]  Baziar, M. H.; Rabeti Moghadam, M.; Gholipour, S; “Numerical Investigation of Gravity and Reinforced Soil Wall Performance Under Blast Loading,”; J. Adv. Def. Sci. Technol. 2012, 3, 259–267 (In Persian).

[23]  Toy, A. T.; Sevim, B.; “Numerically and Empirically Determination of Blasting Response of a RC Retaining Wall Under TNT Explosive”; Adv. Concr. Constr. 2017, 5, 493–512.

[24]  GuhaRay, A.; Mondal, S.; Mohiuddin, H. H.; “Reliability Analysis of Retaining Walls Subjected to Blast Loading By Finite Element Approach”; J. Inst. Eng. Ser. A. 2018, 99, no. 95–102.

[25]  Foglar, M.; Hajek, R.; Fladr, J.; Pachman, J.; Stoller, J. “Full-Scale Experimental Testing of the Blast Resistance of HPFRC and UHPFRC Bridge Decks”; Constr. Build. Mater. 2017, 145,  588–601.

[26]  Abeysinghe, T. M.; Tanapornraweekit, G.; Tangtermsirikul, S.; Pansuk, W.; Nuttayasakul, N. “Performance of Aramid Fiber Reinforced Concrete Panels Under Blast Loads”; Fourth Asian Conf. on Defence Technology-Japan 2017, 1–6.

[27]  Yoo, D. Y.; Banthia, N. “Mechanical and Structural Behaviors of Ultra-High-Performance Fiber Reinforced Concrete Subjected to Impact and Blast”; Constr. Build. Mater. 2017,  149, 416–431.

[28]  Dusenberry, D. O. “Handbook for Blast Resistant Design of Buildings”; John Wiley & Sons, 2010.

[29]  Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J. “Blast Loading and Blast Effects on Structures: An Overview”; Electron. J. Struct. Eng. 2007, 7, 76–91.

[30]   Unified Facilities Criteria (UFC 3-340-02) “Structures to Resist the Effects of Accidental Explotions”; US Department of Defence, Washington DC. 2008.

[31]  Abaqus/Explicit V6.13. “User Manual”; Providence, RI, USA. Abaqus Inc. DS Simulia. 2013.

[32]  Kwan, A. K. H.; Chu, S. H.; “Direct Tension Behaviour of Steel Fiber Reinforced Concrete Measured by a New Test Method”; Eng. Struct. 2018, 176, 324–336.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[33]  A. C. I. Committee and I. O. for Standardization; “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,”; 2008.

[34]  Belarbi, T. H. A.; “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,”; Struct. J. 1994, 91.