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U.S. Department of Energy
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NONSAP-C; nonlinear stress concrete structures. [CDC7600; FORTRAN IV (CDC FORTRAN Extended)]

Technical Report ·
OSTI ID:6480849
NONSAP-C is a finite element program for determining the static and dynamic response of three-dimensional reinforced concrete structures. Long-term, or creep, behavior of concrete structures can also be analyzed. Nonlinear constitutive relations for concrete under short-term loads are incorporated in two time-independent models, a variable-modulus approach with orthotropic behavior induced in the concrete due to the development of different tangent moduli in different directions and an elastic-plastic model in which the concrete is assumed to be a continuous, isotropic, and linearly elastic-plastic strain-hardening-fracture material. A viscoelastic constitutive model for long-term thermal creep of concrete is included. Three-dimensional finite elements available in NONSAP-C include a truss element, a multinode tendon element for prestressed and posttensioned concrete structures, an elastic-plastic membrane element to represent the behavior of cavity liners, and a general isoparametric element with a variable number of nodes for analysis of solids and thick shells.CDC7600; FORTRAN IV (CDC FORTRAN Extended); LTSS (CDC7600), SCOPE 2.1.5 (CDC7600); Approximately 115K (octal) words of small core memory and 345K (octal) words of large core memory and 19 disk files are used by the program..
Research Organization:
Argonne National Lab., IL (USA)
OSTI ID:
6480849
Report Number(s):
ANL/NESC-974; ON: DE83048974
Country of Publication:
United States
Language:
English