Numerical procedures for extreme impulsive loading on high strength concrete structures

Computers and Concrete

Volumn 7, Issue 2, 2010, Pages 159-167

  Danielson, Kent T ^a,b   Adley, Mark D ^a,b   O'Daniel, James L ^a,c  

^a US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

^b Attn: CEERD GM I   (United States)

^c Structural Mechanics Branch   (United States)

Author keywords

Microplane constitutive model; Nonlinear finite element analysis; Parallel computing; Reinforced concrete

Indexed keywords

COMPUTATION THEORY; CONCRETES; EQUATIONS OF STATE; EXPLOSIVES; HIGH PERFORMANCE CONCRETE; PARALLEL PROCESSING SYSTEMS; REINFORCED CONCRETE; STRUCTURAL DESIGN;

FINITE ELEMENT CODES; HIGH STRENGTH CONCRETES; LARGE-SCALE ANALYSIS; LARGE-SCALE MODELING; NON-LINEAR FINITE-ELEMENT ANALYSIS; NUMERICAL TECHNIQUES; PARALLEL COMPUTING SYSTEM; SANDIA NATIONAL LABORATORIES;

FINITE ELEMENT METHOD;

EID: 80955166825     PISSN: 15988198     EISSN: None     Source Type: Journal    
DOI: 10.12989/cac.2010.7.2.159     Document Type: Article

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