東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

Numerical modeling of elastic materi...

Wang, Jianlin.

Linked to FindBook

Google Book

Amazon

博客來

Numerical modeling of elastic materials with inclusions, holes, and cracks.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Numerical modeling of elastic materials with inclusions, holes, and cracks./
Author:	Wang, Jianlin.
Description:	216 p.
Notes:	Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4177.
Contained By:	Dissertation Abstracts International65-08B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3142656
ISBN:	0496005952

Numerical modeling of elastic materials with inclusions, holes, and cracks.
Wang, Jianlin.

Numerical modeling of elastic materials with inclusions, holes, and cracks. - 216 p.

Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4177.

Thesis (Ph.D.)--University of Minnesota, 2004.

This dissertation introduces an efficient numerical technique for modeling micro- and macroscopic behavior of materials containing numerous cracks and randomly distributed circular holes and elastic inclusions. The focus is on the accuracy and efficiency of the numerical method and the possibility of solving problems with large numbers of unknowns. The computer model is based on a numerical solution of a complex hypersingular boundary integral equation in which the boundary parameters are expressed in terms of series expansions of orthogonal functions. All integrations are performed analytically, and the resulting system of algebraic equations is solved iteratively for the unknown coefficients in the series expansions. For a given number of degrees of freedom the method has been shown to be much more efficient, accurate, and numerically stable than standard boundary element techniques based on pointwise collocation.

ISBN: 0496005952Subjects--Topical Terms:

783781
Engineering, Civil.

Numerical modeling of elastic materials with inclusions, holes, and cracks.
LDR:03130nmm 2200313 4500 001 1846186
005 20051117110101.5
008 130614s2004 eng d
020 $a 0496005952
035 $a (UnM)AAI3142656
035 $a AAI3142656
040 $a UnM $c UnM
100 1 $a Wang, Jianlin. $3 1934315
245 1 0 $a Numerical modeling of elastic materials with inclusions, holes, and cracks.
300 $a 216 p.
500 $a Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4177.
500 $a Advisers: Steven L. Crouch; Sonia G. Mogilevskaya.
502 $a Thesis (Ph.D.)--University of Minnesota, 2004.
520 $a This dissertation introduces an efficient numerical technique for modeling micro- and macroscopic behavior of materials containing numerous cracks and randomly distributed circular holes and elastic inclusions. The focus is on the accuracy and efficiency of the numerical method and the possibility of solving problems with large numbers of unknowns. The computer model is based on a numerical solution of a complex hypersingular boundary integral equation in which the boundary parameters are expressed in terms of series expansions of orthogonal functions. All integrations are performed analytically, and the resulting system of algebraic equations is solved iteratively for the unknown coefficients in the series expansions. For a given number of degrees of freedom the method has been shown to be much more efficient, accurate, and numerically stable than standard boundary element techniques based on pointwise collocation.
520 $a In addition to the above features, two other important contributions have been made in this dissertation: (1) A combination of an embedding method with a least squares analysis is introduced to adapt the analysis procedure to handle finite bodies with general convex external boundaries. This development has opened the door to a host of improvements on conventional numerical approaches that require domain or boundary discretizations. (2) A fast and accurate algorithm is constructed by combining the boundary integral method with multipole expansions. This algorithm is of linear complexity, which makes it feasible to solve large-scale practical problems (e.g. with one million degrees of freedom) on a personal computer.
520 $a One immediate application of this work is determination of the effective properties of nonhomogeneous materials. It is also of interest for the evaluation of stress concentration factors and identification of areas of possible material failure. These capabilities are particularly useful for evaluation, design, and fracture control of brittle materials such as rock, concrete, micro-porous materials, and fiber-reinforced composites, which are widely used in engineering practice.
590 $a School code: 0130.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Applied Mechanics. $3 1018410
690 $a 0543
690 $a 0346
710 2 0 $a University of Minnesota. $3 676231
773 0 $t Dissertation Abstracts International $g 65-08B.
790 1 0 $a Crouch, Steven L., $e advisor
790 1 0 $a Mogilevskaya, Sonia G., $e advisor
790 $a 0130
791 $a Ph.D.
792 $a 2004
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3142656