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

A nonlocal model for coupled damage-...

Dorgan, Robert J.

Linked to FindBook

Google Book

Amazon

博客來

A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales.

Record Type:	Electronic resources : Monograph/item
Title/Author:	A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales./
Author:	Dorgan, Robert J.
Description:	227 p.
Notes:	Source: Dissertation Abstracts International, Volume: 67-02, Section: B, page: 0970.
Contained By:	Dissertation Abstracts International67-02B.
Subject:	Applied Mechanics. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3208155
ISBN:	9780542560668

A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales.
Dorgan, Robert J.

A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales. - 227 p.

Source: Dissertation Abstracts International, Volume: 67-02, Section: B, page: 0970.

Thesis (Ph.D.)--Louisiana State University and Agricultural & Mechanical College, 2006.

The thermodynamically consistent formulation and the subsequent numerical implementation of a gradient enhanced continuum coupled damage-plasticity model as a constitutive framework to model ill-posed localization problems is presented. By the introduction of "nonlocal," gradient-enhanced measures in the plasticity potential function and yield criterion and in the damage potential function and damage criterion, the proposed model introduces microstructural characteristic material length scales which allows the size of localized zones to be predicted based on material constants, as opposed to local models where the loss of ellipticity causes the localized zones to be mesh dependent.

ISBN: 9780542560668Subjects--Topical Terms:

1018410
Applied Mechanics.

A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales.
LDR:03145nmm 2200313 4500 001 1834580
005 20071127114947.5
008 130610s2006 eng d
020 $a 9780542560668
035 $a (UMI)AAI3208155
035 $a AAI3208155
040 $a UMI $c UMI
100 1 $a Dorgan, Robert J. $3 1923220
245 1 2 $a A nonlocal model for coupled damage-plasticity incorporating gradients of internal state variables at multiscales.
300 $a 227 p.
500 $a Source: Dissertation Abstracts International, Volume: 67-02, Section: B, page: 0970.
500 $a Adviser: George Z. Voyiadjis.
502 $a Thesis (Ph.D.)--Louisiana State University and Agricultural & Mechanical College, 2006.
520 $a The thermodynamically consistent formulation and the subsequent numerical implementation of a gradient enhanced continuum coupled damage-plasticity model as a constitutive framework to model ill-posed localization problems is presented. By the introduction of "nonlocal," gradient-enhanced measures in the plasticity potential function and yield criterion and in the damage potential function and damage criterion, the proposed model introduces microstructural characteristic material length scales which allows the size of localized zones to be predicted based on material constants, as opposed to local models where the loss of ellipticity causes the localized zones to be mesh dependent.
520 $a The gradient model proposed introduces non-linear functions for the hardening terms and can account for a wide range of material models. Gradients of hardening terms are found directly by operating on the respective hardening terms, and numerical methods are used to compute these gradients. The gradient enhanced measure used in this work consists of a combination of the local measure and the local measure's Laplacian as justified by an approximation to nonlocal theory; however, through the expansion of various gradient terms in this nonlinear hardening plasticity model, gradients of both odd and even orders are introduced into the constitutive model.
520 $a The numerical implementation uses a small deformation finite element formulation and includes the displacements, the plastic multiplier, and the damage multiplier as nodal degrees of freedom, thus allowing the three fields to have different interpolation functions. The displacement field is interpolated using standard continuous elements; higher order elements (cubic Hermitian) are used for the plastic multiplier and for the damage multiplier to enforce continuity of the second order gradients. The effectiveness of the model is evaluated by studying the mesh-dependence issue in localization problems through numerical examples. Numerical results from this work are qualitatively compared with numerical simulations by other authors for different formulations.
590 $a School code: 0107.
650 4 $a Applied Mechanics. $3 1018410
650 4 $a Engineering, Civil. $3 783781
650 4 $a Engineering, Mechanical. $3 783786
690 $a 0346
690 $a 0543
690 $a 0548
710 2 0 $a Louisiana State University and Agricultural & Mechanical College. $3 783779
773 0 $t Dissertation Abstracts International $g 67-02B.
790 1 0 $a Voyiadjis, George Z., $e advisor
790 $a 0107
791 $a Ph.D.
792 $a 2006
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3208155