A "nite element code for geometrically non-linear structures with conservative one-parameter loading is under development. The "nite deformation theory is expressed in displacement gradients and the "nite element approximation for translational variables only is introduced as late as possible. A p-m
Incremental finite element analysis of geometrically altered structures
β Scribed by Jamshid Ghaboussi; David A. Pecknold
- Publisher
- John Wiley and Sons
- Year
- 1984
- Tongue
- English
- Weight
- 749 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
A conceptually simple, general method is described for the finite element simulation of multi-stage construction and excavation processes, including recognition of nonlinear material behaviour. Anomalous results reported in the literature for simulation of excavation of elastic media are examined, and shown to result from the inconsistent determination of nodal excavation forces from element boundary stresses.
CONVENTIONAL PROCEDURES FOR SIMULATION OF CONSTRUCTION AND EXCAVATION
The finite element analysis of incremental construction was introduced by Clough and Woodward' in 1967. The method was developed for analysis of earth dam construction. The analysis t Associate Professor.
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