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All issues Volume 497 (2024) E3S Web Conf., 497 (2024) 02023 References
Open Access
Issue
E3S Web Conf.
Volume 497, 2024
5th International Conference on Energetics, Civil and Agricultural Engineering (ICECAE 2024)
Article Number 02023
Number of page(s) 9
Section Civil Engineering
DOI https://doi.org/10.1051/e3sconf/202449702023
Published online 07 March 2024
  1. Anas, S. M., Alam, M., & Umair, M. Experimental and Numerical Investigations on Performance of Reinforced Concrete Slabs under Explosive-induced Air-blast Loading: A state-of-the-art review. Structures 31 428-461 (2021) [CrossRef] [Google Scholar]
  2. Anas, S. M., Shariq, M., Alam, M., & Umair, M. Evaluation of Critical Damage Location of Contact Blast on Conventionally Reinforced One-way Square Concrete Slab applying CEL-FEM Blast Modeling Technique. International Journal of Protective Structures 13(4), 672-715 (2022) [CrossRef] [Google Scholar]
  3. Pan, Y., Ventura, C. E., & Cheung, M. M. S. Performance of highway bridges subjected to blast loads, Engineering Structures 151, 788-801 (2017) [CrossRef] [Google Scholar]
  4. Anas, S. M. & Alam, M. (2022). Close-range Blast Response Prediction of Hollow Circular Concrete Columns with Varied Hollowness Ratio, Arrangement of Compression Steel, and Confining Stirrups’ Spacing. Iranian Journal of Science and Technology, Transactions of Civil Engineering 47, 221–249 (2023) [CrossRef] [Google Scholar]
  5. Anas, S. M., Alam, M., & Umair, M. (2022). Performance of (1) concrete-filled double-skin steel tube with and without core concrete, and (2) concrete-filled steel tubular axially loaded composite columns under close-in blast. International Journal of Protective Structures 14(3), 299-334 (2023) [CrossRef] [Google Scholar]
  6. Anas, S. M., Alam, M., & Umair, M. Performance of one-way concrete slabs reinforced with conventional and polymer re-bars under air-blast loading. In: Chandrasekaran S., Kumar S., Madhuri S. (eds) Recent Advances in Structural Engineering, NIT-Jamshedpur, Jamshedpur, India, Lecture Notes in Civil Engineering 135, 179-191 (2020) [CrossRef] [Google Scholar]
  7. Ahmadi, E., Alam, M., & Anas, S. M. Blast Performance of RCC Slab and Influence of Its Design Parameters. In: Kolathayar S., Ghosh C., Adhikari B.R., Pal I., Mondal A. (eds) Resilient Infrastructure, NIT-Karnataka, Surathkal, India, Lecture Notes in Civil Engineering 202, 389-402 (2021) [CrossRef] [Google Scholar]
  8. Aamir, M., Alam, M., Anas, S. M., Uriayer, F. A., Umair, M., & Tahzeeb, R. (2023). Numerical Simulation of a Bowstring Steel Highway Girder Bridge Response to Blast Loads: Model Development and Anti-Blast Performance Prediction. International Journal of Reliability and Safety 16, 218-236 (2023) [Google Scholar]
  9. Hao, H., & Tang, E. K. Numerical simulation of a cable-stayed bridge response to blast loads, Part II: damage prediction and FRP strengthening, Eng Struct 32(10), 3193–205 (2010) [CrossRef] [Google Scholar]
  10. Fujikura, S., & Bruneau, M. Experimental investigation of seismically resistant bridge piers under blast loading, J. Bridge Eng 16(1), 63–71 (2011) [CrossRef] [Google Scholar]
  11. Shariq, M., Alam, M., Husain, A., & Anas, S. M. Jacketing with steel angle sections and wide battens of RC column and its influence on blast performance. Asian Journal of Civil Engineering 23, 487-500 (2022) [CrossRef] [Google Scholar]
  12. Ul-Ain, Q., Alam, M., & Anas, S. M. Response of Two-Way RCC Slab with Unconventionally Placed Reinforcements Under Contact Blast Loading. Advances in Structural Mechanics and Applications 27, 219-238 (2022) [CrossRef] [Google Scholar]
  13. Anas, S. M., Alam, M., & Umair, M. Performance of on-ground double-roof RCC shelter with energy absorption layers under close-in air-blast loading. Asian Journal of Civil Engineering 22, 1525-1549 (2021) [CrossRef] [Google Scholar]
  14. Anas, S. M., Alam, M., & Umair, M. Air-blast and ground shockwave parameters, shallow underground blasting, on the ground and buried shallow underground blast-resistant shelters: A review. International Journal of Protective Structures 13(1), 99-139 (2021) [Google Scholar]
  15. Anas, S. M., & Alam, M. Comparison of Existing Empirical Equations for Blast Peak Positive Overpressure from Spherical Free Air and Hemispherical Surface Bursts. Iranian Journal of Science and Technology, Transactions of Civil Engineering 46, 965-984 (2021) [Google Scholar]
  16. Tahzeeb, R., Alam, M., Anas, S. M., & Muddassir, S. M. Dynamic Response of CFST Column with In-plane Cross-reinforcement and Partial CFRP Wrapping upon Contact Blast. Innovative Infrastructure Solutions 8, 241 (2023) [CrossRef] [Google Scholar]
  17. Al-Dala’ien, R. N., Syamsir, A., Usman, F., & Abdullah M. J. The effect of the W-shape stirrups shear reinforcement on the dynamic behavior of RC flat solid slab subjected to the low-velocity impact loading. Results in Engineering 19, 101353 (2023) [CrossRef] [Google Scholar]
  18. Al-Dala’ien, R. N., Syamsir, A., Abu Bakar, M. S., Usman, F., & Abdullah, M. J. Failure Modes Behavior of Different Strengthening Types of RC Slabs Subjected to Low-Velocity Impact Loading: A Review. Journal of Composites Science 7, 246 (2023) [CrossRef] [Google Scholar]
  19. Anas, S. M., Shariq, M., & Alam, M. Performance of Axially Loaded Square RC Columns with Single/Double Confinement Layer(s) and Strengthened with C-FRP Wrapping under Close-in Blast. Materials Today: Proceedings 58(4), 1128-1141 (2022) [CrossRef] [Google Scholar]
  20. Anas, S. M., Shariq, M., Alam, M., & Umair, M. Modeling of Crashworthy Foam Mounted Braced Unreinforced Brick Masonry Wall and Prediction of Anti-Blast Performance. International Journal of Protective Structures (2023) [Google Scholar]
  21. Ahmadi, E., Alam, M., & Anas, S. M. Blast Performance of RCC Slab and Influence of Its Design Parameters. In: Kolathayar S., Ghosh C., Adhikari B.R., Pal I., Mondal A. (eds) Resilient Infrastructure, NIT-Karnataka, Surathkal, India, Lecture Notes in Civil Engineering 202, 389-402 (2021) [CrossRef] [Google Scholar]
  22. Son, J., & Lee, H-J. Performance of cable-stayed bridge pylons subjected to blast loading, Eng Struct 33(4), 1133–48 (2011) [CrossRef] [Google Scholar]
  23. Yi, Z., Agrawal, A., Ettouney, M., & Alampalli, S. Blast load effects on highway bridges. I: modeling and blast load effects. J Bridge Eng 19(4) (2013) [Google Scholar]
  24. Tai, Y. S., Chu, T. L., Hu, H. T., & Wu, J. Y. “Dynamic response of a reinforced concrete slab subjected to air blast load,” Theoretical and Applied Fracture Mechanics 56, 140–147 (2011) [CrossRef] [Google Scholar]
  25. Anas, S. M., Ansari, Md. I., & Alam, M. Performance of masonry heritage building under air-blast pressure without and with ground shock. Australian Journal of Structural Engineering 21(4), 329-344 (2020) [CrossRef] [Google Scholar]
  26. Anas, S. M., Alam, M., & Shariq, M. Damage Response of Conventionally Reinforced Two-way Spanning Concrete Slab under Eccentric Impacting Drop Weight Loading. Defence Technology 19, 12–34 (2023) [CrossRef] [Google Scholar]
  27. Anas, S. M., Shariq, M., Alam, M., Yosri, A. M., Mohamed, A., & AbdelMongy, M. Influence of Supports on the Low-Velocity Impact Response of Square RC Slab of Standard Concrete and Ultra-High Performance Concrete: FEM-Based Computational Analysis. Buildings 13(5) (2023) [Google Scholar]
  28. Anas, S. M., Alam, M., & Saidani, M. Prediction of Impact Response of Square Reinforced Concrete (RC) Slab with Square/Circular Opening under Drop-weight Impact using FEM Simulation. Asian Journal of Civil Engineering 25, 2189–2208 (2024) [CrossRef] [Google Scholar]
  29. Zhao, C. F., & Chen, J. Y. Damage mechanism and mode of square reinforced concrete slab subjected to blast loading,” Theoretical and Applied Fracture Mechanics 63-64, 54–62 (2013) [CrossRef] [Google Scholar]
  30. Yao, S. J., Zhang, D., Lu, F. Y., Wang, W., & Chen, X. G. “Damage features and dynamic response of RC beams under blast,” Engineering Failure Analysis 62, 103–111 (2016) [CrossRef] [Google Scholar]
  31. Wu, K. C., Li, B., & Tsai, K. C. Residual axial compression capacity of localized blast-damaged RC columns, International Journal of Impact Engineering 38, 29–40 (2011) [CrossRef] [Google Scholar]
  32. Yao, S. J., Zhang, D. Z., Chen, X. G., Lu, F. Y., & Wang, W. Experimental and numerical study on the dynamic response of RC slabs under blast loading, Engineering Failure Analysis 66, 120–129 (2016) [CrossRef] [Google Scholar]
  33. ABAQUS/CAE FEA program version 6.15 Concrete-damaged plasticity model, explicit solver, three-dimensional solid element library, ABAQUS DS-SIMULIA User Manual (2020) [Google Scholar]
  34. Williamson, E. B., & Winget, D. G. Risk management and design of critical bridges for terrorist attacks, Journal of Bridge Engineering 10, 96–106 (2005) [CrossRef] [Google Scholar]
  35. Winget, D. G., Marchand, K. A., & Williamson, E. B. Analysis and design of critical bridges subject to blast loads, Journal of Structural Engineering 131, 1243–1255 (2005) [CrossRef] [Google Scholar]
  36. Hu, Z. J., Wu, L., Zhang, Y. F. et al. Dynamic responses of concrete piers under close-in blast loading, International Journal of Damage Mechanics 25, 1235–1254 (2016) [CrossRef] [Google Scholar]
  37. Williams, G. D., & Williamson, E. B. Response of reinforced concrete bridge columns subjected to blast loads, Journal of Structural Engineering 137, 903–913 (2011) [CrossRef] [Google Scholar]
  38. Williamson, E. B., Bayrak, O., Davis, C., et al. Performance of bridge columns subjected to blast loads: Experimental program, Journal of Bridge Engineering 16, 693–702 (2011) [CrossRef] [Google Scholar]
  39. Williamson, E. B., Bayrak, O., Davis, C., et al. Performance of bridge columns subjected to blast loads: Results and recommendations, Journal of Bridge Engineering 16, 703–710 (2011) [CrossRef] [Google Scholar]
  40. Shariq, M., Alam, M., Anas, S. M., Islam, N., & Hussain, A. Performance Enhancement of Square RC Column Carrying Axial Compression by (1) C-FRP Wrapping, and (2) Steel Angle System under Air-blast Loading. International Journal of Computational Materials Science and Surface Engineering 11(2), 99-119 (2022) [CrossRef] [Google Scholar]
  41. Shariq, M., Anas, S. M., & Alam, M. (2022). Blast Resistance Prediction of Clay Brick Masonry Wall Strengthened with Steel Wire Mesh, and C-FRP Laminate under Explosion Loading: A Finite Element Analysis. International Journal of Reliability and Safety 16, 27-45 (2023) [CrossRef] [Google Scholar]
  42. Anas, S. M., Alam, M., Isleem, H. F., Najm, H. M., & Sabri, M. M. S. Ultra High Performance Concrete (UHPC) and C-FRP Tension Re-bars: A Unique Combinations of Materials for Slabs subjected to Low-velocity Drop Impact Loading. Frontiers in Materials 9, 1061297 (2022) [CrossRef] [Google Scholar]
  43. Anas, S. M., Alam, M., & Tahzeeb, R. Impact response prediction of square RC slab of normal strength concrete strengthened with (1) laminates of (i) mild-steel and (ii) C-FRP, and (2) strips of C-FRP under falling-weight load. Materials Today: Proceedings 87, 9-19 (2023) [CrossRef] [Google Scholar]
  44. Kyei, C., & Braimah, A. Effects of transverse reinforcement spacing on the response of reinforced concrete columns subjected to blast loading. Engineering Structures 142, 148-164 (2017) [CrossRef] [Google Scholar]

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