Predicting Fragment Velocity of Masonry Walls Subjected to Blast
Publication: Structures Congress 2022
ABSTRACT
Secondary fragments generated by the breakup of structural and non-structural elements during blast loading can pose a significant hazard to building occupants. Ungrouted and nonreinforced concrete masonry unit (URN CMU) walls can generate significant secondary fragments. Full-scale and quarter-scale CMU walls were exposed to blast loading, and their responses were recorded. A computationally efficient, energy-based, engineering-level methodology is developed to calculate the secondary fragment velocities of URN CMU walls. Measured fragment velocities from the experiments are compared with calculations from the analytical methodology, and strong correlation is observed. The analytical method is discussed, and comparisons between the analytical calculations and the observed results are presented.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Ahmad, H. 2018. Masonry Structures: Behavior and Design, 4th Edition, The Masonry Society, Longmount Colorado.
Baylot, J. T., B. M. Bullock, T. R. Slawson, and S. C. Woodson. 2005. “Blast Response of Lightly Attached Concrete Masonry Unit Walls.” Journal of Structural Engineering, 131, 1189–1193.
Bewick, B., G. Rolater, J. Bui, M. Barsotti, A. Ziemba, M. Sanai, and C. Laney. 2017a. “Fragmentation of Solid Materials Using Shock Tubes. Part 1: First Test Series in a Small-Diameter Shock Tube (DTRA-TR-17-21).” Defense Threat Reduction Agency, Fort Belvoir, VA.
Bewick, B., G. Rolater, K. Marchand, A. Ziemba, M. Sanai, and C. Laney. 2017b. “Fragmentation of Solid Materials Using Shock Tubes. Part 2: First Test Series in a Large-Diameter Shock Tube (DTRA-TR-17-50).” Defense Threat Reduction Agency, Fort Belvoir, VA.
Bewick, B., G. Rolater, K. Marchand, A. Ziemba, M. Sanai, and C. Laney. 2018. “Fragmentation of Solid Materials Using Shock Tubes. Part 3: Second Test Series in a Small Diameter Shock Tube (DTRA-TR-19-3).” Defense Threat Reduction Agency, Fort Belvoir, VA.
Biggs, J. M. 1964. Introduction to Structural Dynamics, McGraw-Hill Book Company, New York.
Dennis, S. T., J. T. Baylot, and S. C. Woodson. 2002. “Response of 1/4-Scale Concrete Masonry Unit (CMU) Walls to Blast.” Journal of Engineering Mechanics, 128(2), 134–142.
DoD (Department of Defense). 2008. Unified Facilites Criteria Structures to Resist the Effects of Accidental Explosions (UFC 3-340-02), Washington, DC.
Eamon, C. D. 2007. “Reliability of Concrete Masonry Unit Walls Subjected to Explosive Loads ” Journal of Structural Engineering, 133.
Eamon, C. D., J. T. Baylot, and J. L. O’Daniel. 2004. “Modeling Concrete Masonry Walls Subjected to Explosive Loads ” Journal of Engineering Mechanics 1098–1106.
Griffith, A. A. 1921. “VI The Phenomena of Rupture and Flow in Solids.” Philosophical Transactions of the Royal Society. Series A, Containing Papers of a Mathematical or Physical Character, 221(582-593), 163–198.
Hatfield, J. E. 2020. Fragment Response of Unreinforced Concrete Masonry Walls Subjected to Blast Loading Conditions. MS, Auburn University.
Hatfield, J. E., G. L. Pezzola, R. E. Walker, C. S. Stephens, and J. S. Davidson. 2021. “Fragment Response of Unreinforced Concrete Masonry Walls Subjected to Blast Loading.” International Journal of Protective Structures, In Review.
Johnson, R., H. A. Salim, J. M. Hoemann, K. M. Nelson, B. T. Bewick, and M. I. Hammons. 2009. “Validation and Design of Sheet Retrofits.” Air Force Research Laboratory Materials and Manufacturing Directorate (AFRL-RX-TY-TR-2010-0085).
Pezzola, G. L., C. S. Stephens, R. E. Walker, D. H. Nelson, M. K. Chappell, J. M. Hoemann, and T. A. Carriveau. 2021. “Experimental testing and analysis of Wall Assessment for Hazard Level (WAHL).” U.S. Army Corps of Engineers, Engineer Research and Development Center (ERDC), technical report, under review., Vicksburg, MS.
TMS (The Masonry Society). 2016. Building Code Requirements and Specification for Masonry Structures (TMS 402/602-16), The Masonry Society, Longmount.
U.S. Army Corps of Engineers Protective Design Center. 2008. Methodology Manual for the Single-Degree-of-Freedom Blast Effects Design Spreadsheets.
Wiehle, C. K., and J. L. Bockholt. 1968. Summary of Existing Structures Evaluation Part I: Walls. Office of Civil Defense Washington D. C.
Information & Authors
Information
Published In
History
Published online: Apr 18, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.