A high-order doubly asymptotic continued-fraction solution for frequency-domain analysis of vector wave propagation in unbounded domains. Issue 113 (October 2018)

• Record Type: Journal Article
• Authors: Chen, Denghong; Wang, Min; Dai, Shangqiu; Peng, Gang
• Is Part Of: Soil dynamics and earthquake engineering. Issue 113(2018)
• Page Start: 230
• Page End: 240
• Publication Date: 2018-10
• Subjects: Dynamic soil-structure interaction -- The scaled boundary finite element method (SBFEM) -- Unbounded domain -- Doubly asymptotic continued fraction expansion -- Vector wave -- Frequency domain; Soil dynamics -- Periodicals; Earthquake engineering -- Periodicals; Sols -- Dynamique -- Périodiques; Génie parasismique -- Périodiques; 624.176205
• DOI: 10.1016/j.soildyn.2018.05.034
• Languages: English
• ISSNs: 0267-7261

Abstract

Abstract: The scaled boundary finite element (SBFE) equation in dynamic stiffness of unbounded domains is efficiently solved by the continued fraction expansion, which has a large convergence range and a high convergence rate. In this paper, a doubly asymptotic continued fraction solution algorithm for frequency-domain analysis of vector wave propagation in unbounded domains of arbitrary geometry is developed based on the high-frequency (singly) asymptotic approach. The exact solution over the whole frequency range can be calculated rapidly with increasing order of expansion. The coefficient matrices of the solution are determined recursively by satisfying the dynamic stiffness at both high ( ω →∞) and low ( ω →0) frequency limits. The solutions of out-plane motion of a semi-infinite wedge, in-plane motion of a semi-infinite wedge and a 3-D homogeneous half space in the frequency domain are presented. The results of three numerical examples demonstrate that the doubly asymptotic algorithm is more stable and superior than the high-frequency asymptotic approach. Highlights: The vector wave propagation in unbounded domain of arbitrary geometry is modelled. A high-order doubly asymptotic continued-fraction solution algorithm is developed. The SBFE equation in dynamic stiffness of the unbounded domain is efficiently solved. The high-order doubly asymptotic algorithm is more stable and superior.