journal article·2017-05-01

Experimental Behavior of High-Strength Concrete One-Way Slabs Subjected to Shock Loading

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ACI Structural Journal· Volume 114· Issue 3
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OpenAlex topics: Structural Response to Dynamic Loads · Structural Behavior of Reinforced Concrete · Fire effects on concrete materials

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References (24)

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1. Smith, S. J.; McCann, D. M.; and Kamara, M. E., Blast-Resistant Design Guide for Reinforced Concrete Structures, Portland Cement Association, Skokie, IL, 2009, 128 pp.
2. Malvar, L. J., and Ross, C. A., “Review of Strain Rate Effects for Concrete in Tension,” ACI Materials Journal, V. 95, No. 6, Nov.-Dec. 1998, pp. 735-739.10.14359/418 ↗
3. Li, Q., and Meng, H., “Pressure-Impulse Diagram for Blast Loads Based on Dimensional Analysis and Single-Degree-of-Freedom Model,” Journal of Engineering Mechanics, ASCE, V. 128, No. 1, 2002, pp. 87-92. doi: 10.1061/(ASCE)0733-9399(2002)128:1(87)10.1061/(ASCE)0733-9399(2002)128:1(87) ↗
4. Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; and Whittaker, A. S., “Blast Testing of Ultra-High Performance Fiber and FRP-Retrofitted Concrete Slabs,” Engineering Structures, V. 31, No. 9, 2009, pp. 2060-2069. doi: 10.1016/j.engstruct.2009.03.02010.1016/j.engstruct.2009.03.020 ↗
5. Yi, N.-H.; Kim, J.-H. J.; Han, T.-S.; Cho, Y.-G.; and Lee, J. H., “Blast-Resistant Characteristics of Ultra-High Strength Concrete and Reactive Powder Concrete,” Construction and Building Materials, V. 28, No. 1, 2012, pp. 694-707. doi: 10.1016/j.conbuildmat.2011.09.01410.1016/j.conbuildmat.2011.09.014 ↗
6. Yun, S.-H., and Park, T., “Multi-Physics Blast Analysis of Reinforced High Strength Concrete,” KSCE Journal of Civil Engineering, V. 17, No. 4, 2013, pp. 777-788. doi: 10.1007/s12205-013-0093-710.1007/s12205-013-0093-7 ↗
7. Du, H., and Li, Z., “Numerical Analysis of Dynamic Behavior of RC Slabs under Blast Loading,” Transactions of Tianjin University, V. 15, No. 1, 2009, pp. 61-64. doi: 10.1007/s12209-009-0012-710.1007/s12209-009-0012-7 ↗
8. Li, Q., and Meng, H., “Pressure-Impulse Diagram for Blast Loads Based on Dimensional Analysis and Single-Degree-of-Freedom Model,” Journal of Engineering Mechanics, ASCE, V. 128, No. 1, 2002, pp. 87-92. doi: 10.1061/(ASCE)0733-9399(2002)128:1(87)10.1061/(ASCE)0733-9399(2002)128:1(87) ↗
9. Krauthammer, T.; Frye, M.; Schoedel, T.; and Seltzer, M., “Advanced SDOF Approach for Structural Concrete Systems Under Blast and Impact Loads,” Proceedings of the 11th International Symposium of Interaction of Minitions Effects with Structures, Manheim, Germany, 2003.
10. USACE, “Single Degree of Freedom Blast Design Spreadsheet (SBEDS) Methodology Manual,” PDC-TR 06-01, U.S. Army Corps of Engineers Protective Design Center, Washington, DC, 2006.
11. Thiagarajan, G., and Johnson, C. F., “Experimental Behavior of Reinforced Concrete Slabs Subjected to Shock Loading,” ACI Structural Journal, V. 111, No. 6, Nov.-Dec. 2014, pp. 1407-1418. doi: 10.14359/5168697010.14359/51686970 ↗
12. Grote, D.; Park, S.; and Zhou, M., “Dynamic Behavior of Concrete at High Strain Rates and Pressures: I. Experimental Characterization,” International Journal of Impact Engineering, V. 25, No. 9, 2001, pp. 869-886. doi: 10.1016/S0734-743X(01)00020-310.1016/S0734-743X(01)00020-3 ↗
13. Mays, G., and Smith, P. D., Blast Effects on Buildings: Design of Buildings to Optimize Resistance to Blast Loading, Thomas Telford, London, UK, 1995.
14. CEB, “Concrete Structures under Impact and Impulsive Loadings,” Synthesis Report No. 187, Comite Euro-International du Beton, Lausanne, Switzerland, 1988, 184 pp.
15. Morison, C. M., “Dynamic Response of Walls and Slabs by Single-Degree-of-Freedom Analysis—A Critical Review and Revision,” International Journal of Impact Engineering, V. 32, No. 8, 2006, pp. 1214-1247. doi: 10.1016/j.ijimpeng.2004.11.00810.1016/j.ijimpeng.2004.11.008 ↗
16. ASCE, Design of Structures to Resist Nuclear Weapons Effects, American Society of Civil Engineers, Reston, VA, 1985, 300 pp.
17. Nebuda, D., “Single Degree of Freedom Blast Effects Design Spreadsheets,” U.S. Army Corps of Engineers, Washington, DC, 2005, pp. 2-4.
18. Ghani Razaqpur, A.; Tolba, A.; and Contestabile, E., “Blast Loading Response of Reinforced Concrete Panels Reinforced with Externally Bonded GFRP Laminates,” Composites. Part B, Engineering, V. 38, No. 5-6, 2007, pp. 535-546. doi: 10.1016/j.compositesb.2006.06.01610.1016/j.compositesb.2006.06.016 ↗
19. Krauthammer, T., “Blast Mitigation Technologies: Developments and Numerical Considerations for Behavior Assessment and Design,” WIT Transactions on the Built Envrionment, 1998, 10 pp.
20. Karthaus, W., and Leussink, J., “Dynamic Loading: More than Just a Dynamic Load Factor,” Prins Maurits Laboratorium Tno Rijswijk, the Netherlands, 1983, pp. 10-14.
21. Shi, Y.; Hao, H.; and Li, Z., “Numerical Derivation of Pressure-Impulse Diagrams for Prediction of RC Column Damage to Blast Loads,” International Journal of Impact Engineering, V. 35, No. 11, 2008, pp. 1213-1227. doi: 10.1016/j.ijimpeng.2007.09.00110.1016/j.ijimpeng.2007.09.001 ↗
22. USDOD, “United Facilities Criterion UFC 4-010-01,” DOD Minimum Antiterrorism Standards for Buildings, 2012.
23. ASCE/SEI 59-11, “Blast Protection of Buildings,” American Society of Civil Engineers, Reston, VA, 2011.
24. Fallah, A. S., and Louca, L., “Pressure-Impulse Diagrams for Elastic-Plastic-Hardening and Softening Single-Degree-of-Freedom Models Subjected to Blast Loading,” International Journal of Impact Engineering, V. 34, No. 4, 2007, pp. 823-842. doi: 10.1016/j.ijimpeng.2006.01.00710.1016/j.ijimpeng.2006.01.007 ↗