2011
DOI: 10.1002/nme.3238
|View full text |Cite
|
Sign up to set email alerts
|

An improved continued‐fraction‐based high‐order transmitting boundary for time‐domain analyses in unbounded domains

Abstract: SUMMARYA high-order local transmitting boundary to model the propagation of acoustic or elastic, scalar or vectorvalued waves in unbounded domains of arbitrary geometry is proposed. It is based on an improved continuedfraction solution of the dynamic stiffness matrix of an unbounded medium. The coefficient matrices of the continued-fraction expansion are determined recursively from the scaled boundary finite element equation in dynamic stiffness. They are normalised using a matrix-valued scaling factor, which … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

0
38
0
1

Year Published

2012
2012
2020
2020

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 75 publications
(42 citation statements)
references
References 55 publications
0
38
0
1
Order By: Relevance
“…The high‐order transmitting boundaries proposed by Prempramote et al or Birk et al are also a possible choice for the time‐domain analyses. For mode j of hydrodynamic pressure, the RB is expressed as a system of ordinary differential equations [A]{zj(t)}+[C]{truez˙j(t)}={fj(t)}where the vector { z j ( t )} consists of the auxiliary variables of mode j and its size depends on the order of continued fraction used. For example, let M H and M L denote the order of high‐frequency and low‐frequency continued fractions of the double asymptotic open boundary, respectively.…”
Section: Time‐domain Response Analysesmentioning
confidence: 99%
See 1 more Smart Citation
“…The high‐order transmitting boundaries proposed by Prempramote et al or Birk et al are also a possible choice for the time‐domain analyses. For mode j of hydrodynamic pressure, the RB is expressed as a system of ordinary differential equations [A]{zj(t)}+[C]{truez˙j(t)}={fj(t)}where the vector { z j ( t )} consists of the auxiliary variables of mode j and its size depends on the order of continued fraction used. For example, let M H and M L denote the order of high‐frequency and low‐frequency continued fractions of the double asymptotic open boundary, respectively.…”
Section: Time‐domain Response Analysesmentioning
confidence: 99%
“…The high-order transmitting boundaries proposed by Prempramote et al [19] or Birk et al [21,22] are also a possible choice for the time-domain analyses. For mode j of hydrodynamic pressure, the RB is expressed as a system of ordinary differential equations [22] A…”
Section: Time-domain Response Analysesmentioning
confidence: 99%
“…Furthermore, to simulate the large extent of the reservoir, Saini et al introduced a concept of infinite finite elements. In the literature, different types of boundary conditions and numerical techniques have been proposed to truncated the semiinfinite reservoir and the soil domain …”
Section: Introductionmentioning
confidence: 99%
“…SBFEM is successfully applied to the dynamic analysis of soil-structure interaction. In the subsequent researches, most analyses were forced on solving the dynamic stiffness in frequency domain [24,25] and displacement in time domain [26][27][28]. The original SBFEM was employed integrating the unit impulse response in time domain, while the integral process consumed a lot of computer time.…”
Section: Introductionmentioning
confidence: 99%