Computational failure analysis of reinforced concrete structures subjected to blast loading

17th Analysis and Computation Specialty Conference

Volumn 2006, Issue , 2006, Pages 5-

  Hansen, Eric ^a   Levine, Howard ^a   Lawver, Darell ^a   Tennant, Darren ^b  

^a WEIDLINGER ASSOCIATES INC   (United States)

^b Associates Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BLAST LOADINGS; FRACTURE ENERGY; RC STRUCTURES;

COMPUTER SIMULATION; CONCRETE CONSTRUCTION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; STRUCTURAL LOADS; TENSILE STRENGTH;

REINFORCED CONCRETE;

EID: 33845695436     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40878(202)14     Document Type: Conference Paper

References (4)

1. Vaughan, D.K., "FLEX Users's Guide," Report UG8298, Weidlinger Associates, Los Altos, CA, May 1983 plus updates through 2005.
2. Mould, J.C., Jr. and Levine, H.S., "A Rate-Dependent Three Invariant Softening Model for Concrete,", Studies in Applied Mechanics, Mechanics of Materials and Structures, G. Voyiadjis et al (Eds), Elsevier 1994.
3. Joint Departments of the Army, Air Force, and Navy and the Defense Special Weapons Agency, UFC 3-340-01, "Design and Analysis of Hardened Structures to Conventional Weapons Effects, 1 June 2002."
4. Marchand, K.A. "Update of Building Component Response Limits,", Draft Final Report, Applied Research Associates, Inc. Prepared for US Army Corps of Engineers, Protective Design Center, Omaha, NE, 2002.