This paper presents a general one-dimensional (1-D) finite element (FE) procedure for a highly non-linear 1-D elastic visco-plastic (1-D EVP) model proposed by Yin and Graham for consolidation analysis of layered clay soils. In formulating the 1-D FE procedure, a trapezoidal formula is used to avoid
β¦ LIBER β¦
Finite element analysis of elastic-plastic layered soil using discrete Fourier series expansion
β Scribed by Kenneth Runesson; John R. Booker
- Publisher
- John Wiley and Sons
- Year
- 1983
- Tongue
- English
- Weight
- 292 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0029-5981
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## Abstract A numerical approach for transition problems in optical waveguides is presented, with the use of the Fourierβseries expansion method combined with the absorbing boundary condition by a perfectly matched layer (PML). The optical propagation along a transition is described by a simple mat