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Title: NONSAP-C. Nonlinear Stress Concrete Structures

Technical Report ·
OSTI ID:138944
; ; ;  [1]
  1. Los Alamos National Lab., NM (United States)

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 post tensioned 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.

Research Organization:
Los Alamos National Lab. (LANL), Los Alamos, NM (United States)
Sponsoring Organization:
Nuclear Regulatory Commission, Washington, DC (United States). Office of Nuclear Regulatory Research
OSTI ID:
138944
Report Number(s):
ESTSC/NRC-000061C760000; NESC-974
Resource Relation:
Other Information: DN: NONSAP-C uses EISPACK subroutines to calculate eigenvalues and eigenvectors.; PBD: 13 Jan 1992
Country of Publication:
United States
Language:
English