Paper Title:
Study on Finite Dynamic Element Method for Dynamic Consolidation
  Abstract

Based on the conception of dynamic shape function, a finite dynamic element method (DEM) is developed for the computation of dynamic consolidation. Formulae of the DEM are also derived. This method overcomes the shortcomings of conventional finite element methods, i.e., the vibration characteristics of the soil to be consolidated cannot be considered. Therefore, it practically reflects the dynamic characteristics of consolidation. The programs for the DEM are also written. Results of practical calculation show that the method is correct and feasible.

  Info
Periodical
Key Engineering Materials (Volumes 261-263)
Edited by
Kikuo Kishimoto, Masanori Kikuchi, Tetsuo Shoji and Masumi Saka
Pages
567-572
DOI
10.4028/www.scientific.net/KEM.261-263.567
Citation
X. G. Song, X. Y. Ma, J. Z. Liu, "Study on Finite Dynamic Element Method for Dynamic Consolidation", Key Engineering Materials, Vols. 261-263, pp. 567-572, 2004
Online since
April 2004
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Yu Yong Jiao, Xiu Li Zhang, Shui Lin Wang, Huo Zhen Wu
Abstract:This study is to present a numerical investigation on fragmentation and perforation of concrete slab by hard projectile using discrete...
2973
Authors: Gui Fen Zhou, Si Hua Zhang, Shu Cai Xu, Rui Zhang, Jian Qiao Li
Chapter 5: Structural Materials
Abstract:The continuum/discontinuum multiscale analytical system of the interaction between rigid wheel and lunar soil by coupling discrete elements...
575
Authors: Yue Jing Zhao, Zhi Ying Qin
Chapter 5: Metal-Matrix Composites
Abstract:Vibrating sieve is a special kind of equipment which used to grading materials according to particle granularity. By the vibration acted on...
1358
Authors: Jun Ai, Chih Kuang Lin, Yun Chi Chung
Chapter 3: Applied Research in Materials Science
Abstract:Interaction between granular solids and boundary structures is a fundamental problem encountered in bulk solids handling and subsurface...
520