2D- and 3D-Applications of the Improved and Generalized Modified Crack Closure Integral Method

1988 ◽  
pp. 387-390 ◽  
Author(s):  
F. G. Buchholz ◽  
H. Grebner ◽  
K. H. Dreyer ◽  
H. Krome
2017 ◽  
Vol 372 ◽  
pp. 1-10 ◽  
Author(s):  
Eric Didier ◽  
Paulo R.F. Teixeira ◽  
Maria Graça Neves

This paper presents the validation of active and passive, made by a dissipation beach, numerical absorbing methods implemented in RANS-VOF FLUENT® code for modelling long time series of wave propagation interacting with coastal structures. Verification of both numerical techniques was performed in 2D – wave flume, and 3D – wave tank, this one using a multiple active absorption wave makers. The active absorption wave maker allows maintaining the incident wave generation and the mean water level along the time. Good results were obtained for 2D and 3D applications for active absorption wave maker at the generation boundary and both numerical beach and active absorption at the end of the flume/tank.


2005 ◽  
Vol 2005.58 (0) ◽  
pp. 181-182
Author(s):  
Hiroshi OKADA ◽  
Tsuyoshi Kamibeppu ◽  
Yosuke SAKASEGAWA ◽  
Yasuyoshi FUKUI ◽  
Noriyoshi KUMAZAWA

2005 ◽  
Vol 72 (11) ◽  
pp. 1717-1737 ◽  
Author(s):  
Hiroshi Okada ◽  
Mayumi Higashi ◽  
Masanori Kikuchi ◽  
Yasuyoshi Fukui ◽  
Noriyoshi Kumazawa

2004 ◽  
Vol 2004.57 (0) ◽  
pp. 109-110
Author(s):  
Hiroshi OKADA ◽  
Mayumi HIGASHI ◽  
Masanori KIKUCHI ◽  
Yasuyoshi FUKUI ◽  
Noriyoshi KUMAZAWA

2003 ◽  
Vol 2003 (0) ◽  
pp. 955-956
Author(s):  
Hiroshi OKADA ◽  
Masanori KIKUCHI ◽  
Mayumi HIGASHI

Author(s):  
Hiroshi Okada ◽  
Hiroshi Kawai ◽  
Takashi Tokuda ◽  
Yasuyoshi Fukui

The authors have been developing a crack propagation analysis system that can model arbitrary shaped cracks in three-dimensional solids. In the system, automatic mesh generation program, parallel/large finite element program (ADVENTURE_Solid) and virtual crack closure-integral method (VCCM) for the quadratic tetrahedral finite element are used as its key-components. In this paper, the components in the crack propagation system are briefly described and some demonstration problems are presented for an illustrative purposes.


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