##common.pageHeaderLogo.altText##
JOURNAL OF MATERIALS & CONSTRUCTION

ISSN: 2734-9438

Website: www.jomc.vn

Researching on penetration process of steel warheads in concrete protectives by using ansys autodyn

Hieu Vu Duc , Minh Trinh Hoang , Thuy Ngo Ngoc

Abstract

The analysis of penetration of warheads in concrete protective structures is an important part of the study of weapon effects on protective structures. This type of complicated analysis requires that the design loading in the form of a warhead is determined. The characteristic and performance of the protective structure have to be known. To resolve it, there are several ways to find it such as experimental equation or using finite element (FE) analyses. However, it requires the combination of several factors, e.g. development of suitable material models for concrete, enhancement of numerical methodology and affordable high capacity computer systems. Furthermore, warhead penetration has primarily been of interest for the armed forces and military industry, with a large part of the conducted research being classified during considerable time. Hence, the paper is focused on simulating the progress of penetration of a steel warhead into the protective plate.

References

  1. . Nguyễn Trí Tá, Đặng Văn Đích, Vũ Đình Lợi, Giáo trình công sự tập 1,2,3- Học Viện Kỹ Thuật Quân Sự
  2. . Nguyễn Trí Tá, Đặng Văn Đích, Vũ Đình Lợi, Bài tập công sự - Học Viện Kỹ Thuật Quân Sự.
  3. . Ansys, “Autodyn User’s Manual,” 2016.
  4. . AUTODYN Theory Manual (Revision 4.3) (2003) Century Dynamics, Inc.
  5. . Q. Fang and H. Wu, Concrete Structures Under Projectile Impact. Singapore: Springer Singapore, 2017.
  6. . NDRC (1946) Effects of impact and explosion. Summary technical report of division 2, vol 1, National Defence Research Committee, Washington, DC
  7. . H. Hernández, J. Jara, and M. Jara, “Revision of constitutive models for repairing bridge columns with fiber polymers,” Int. J. Eng. Sci. Technol., vol. 3, no. 4, Aug. 2011.
  8. . JOHNSON GR, COOK W H. A constitutive model and data for metals subjected to large strains, high strain rates and hige temperatures, Proceedings of the 7th International Symposium on Ballistics. The Hague, 1983: 541−547.
  9. . T. A. Mukhamediev and V. R. Falikman, “Design of externally bonded FRP systems for strengthening of concrete structures,” in Concrete Repair, Rehabilitation and Retrofitting IV, CRC Press, 2015, pp. 183–184.
  10. . Amirikian A (1950) Design of protective structures. Report NT-3726, Bureau of Yards and Docks, Department of the Navy
  11. . Ansari F, Li QB (1998) High-strength concrete subjected to triaxial compression. ACI Mater J 95 (6):747–755 ANSYS/Autodyn-2D and 3D, Version 6.1 (2007) User documentation, ANSYS Inc, Canonsburg, PA
  12. . TM 5-855-1 (1986) Fundamentals of protective design for conventional weapons. Technical manual. US Department of Army, Washington, DC
  13. . Hao H, Hao Y, Li ZX (2012) Numerical quantification of factors influencing high-speed impact tests of concrete material. IAPS Special Publication, pp. 97–130.