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CNKI学位论文(274)
CNKI期刊论文0611(1)
知网期刊论文(59)
在“
Elsevier电子期刊
”中,
命中:
38
条,耗时:0.0389857 秒
在所有数据库中总计命中:
334
条
1.
Relationship between small and large strain solutions for general cavity expansion
problems
in elasto-
plastic
soils
作者:
Apostolos Vrakas
;
apostolos.vrakas@igt.baug.ethz.ch" class="auth_mail" title="E-mail the corresponding author
关键词:
Cavity expansion
;
Deformation
;
Hyperbolic function
;
Plastic
ity
刊名:Computers and Geotechnics
出版年:2016
2.
Analytical solutions for
elastic
fields caused by eigenstrains in two joined and
perfectly
bonded half-spaces and related
problems
作者:
Zhanjiang Wang
a
;
wangzhanjiang001@gmail.com" class="auth_mail" title="E-mail the corresponding author
;
Hao Yu
a
;
Qian Wang
b
;
a
关键词:
A. Inclusions
;
Joined half-spaces
;
Analytical solutions
;
Fast Fourier transform (FFT)
;
B. Layered material
刊名:International Journal of
Plastic
ity
出版年:2016
3.
A reliable incremental method of computing the limit load in deformation
plastic
ity based on compliance: Continuous and discrete setting
作者:
Jaroslav Haslinger
a
;
b
;
hasling@karlin.mff.cuni.cz" class="auth_mail" title="E-mail the corresponding author
;
Sergey Repin
c
;
d
;
repin@pdmi.ras.ru" class="auth_mail" title="E-mail the corresponding author
;
serepin@jyu.fi" class="auth_mail" title="E-mail the corresponding author
;
Stanislav Sysala
b
;
stanislav.sysala@ugn.cas.cz" class="auth_mail" title="E-mail the corresponding author
关键词:
Variational
problems
with linear growth energy
;
Incremental limit analysis
;
Elastic
-
perfectly
plastic
problems
;
Finite element approximation
刊名:Journal of Computational and Applied Mathematics
出版年:2016
4.
A nominally second-order cell-centered Lagrangian scheme for simulating
elastic
-
plastic
flows on two-dimensional unstructured grids
作者:
Pierre-Henri Maire
a
;
maire@celia.u-bordeaux1.fr
;
Ré
;
mi Abgrall
b
;
remi.abgrall@math.u-bordeau1.fr
;
Jé
;
rô
;
me Breil
c
;
breil@celia.u-bordeaux1.fr
;
Raphaë
;
l Loubè
;
re
d
;
raphael.loubere@math.univ-toulouse.fr
;
Bernard Rebourcet
e
;
bernard.rebourcet@cea.fr
关键词:
Cell-centered Lagrangian hydrodynamics
;
Node-centered solver
;
Godunov-type method
;
Elastic
&ndash
;
plastic
flow
;
High-order finite volume methods
;
Multi-dimensional unstructured mesh
;
Generalized Riemann Problem
;
Geometric conservation law
刊名:Journal of Computational Physics
出版年:2013
5.
A robust finite element approach for large deformation elasto
plastic
plane-strain
problems
作者:
V. Vavourakis
;
D. Loukidis
;
D.C. Charmpis
;
P. Papanastasiou
关键词:
FEM
;
ALE
;
Spring analogy method
;
Radial basis functions
;
Indentation
;
Penetration
刊名:Finite Elements in Analysis and Design
出版年:December, 2013
6.
A combined incremental-secant mean-field homogenization scheme with per-phase residual strains for elasto-
plastic
composites
作者:
L. Wu
;
L. Noels
;
L. Adam
;
I. Doghri
关键词:
Mean-field homogenization
;
Composites
;
Elasto-
plastic
ity
;
Incremental-secant
刊名:International Journal of
Plastic
ity
出版年:2013
7.
Termination of the starting problem of dynamic expansion of a spherical cavity in an infinite
elastic
-
perfectly
-
plastic
medium
作者:
L. Rapoport
a
;
leonid.rapoport@gmail.com"" rel=""nofollow
;
Z. Katzir
b
;
zachi.katzir@gmail.com"" rel=""nofollow
;
M.B. Rubin
a
;
mbrubin@tx.technion.ac.il"" rel=""nofollow
关键词:
Dynamic
;
Elastic
-
perfectly
-
plastic
;
Small deformation
;
Spherical cavity expansion
刊名:Wave Motion
出版年:2011
8.
Elasto-
plastic
analysis of steel plane frames using Homotopy Perturbation Method
作者:
H. Saffari
a
;
hsaffari@mail.uk.ac.ir
;
I. Mansouri
a
;
im_pce@yahoo.com
;
M.H. Bagheripour
a
;
bagheri@mail.uk.ac.ir
;
H. Dehghani
b
;
hdehghani@iaubam.ac.ir
关键词:
Plane frame
;
Homotopy Perturbation Method (HPM)
;
Newton-iterative method
;
Plastic
hinge
刊名:Journal of Constructional Steel Research
出版年:2012
9.
Crack-tip-opening displacement for four symmetrically situated cracks with coalesced interior yield zones
作者:
R.R. Bhargava
;
S. Hasan
关键词:
Coalesced yield zones
;
Crack-tip-opening displacement
;
Dugdale model
;
Mode-I type deformation
刊名:Applied Mathematical Modelling
出版年:2012
10.
Application of the DSC model for nonlinear analysis of reinforced concrete frames
作者:
Amir Hoshang Akhaveissy
a
;
Ahakhaveissy@razi.ac.ir
;
Chandrakant S. Desai
b
关键词:
Reinforced concrete frames
;
Cracks
;
Fracture
;
Tension&ndash
;
compression behavior
;
Plastic
ity
;
Disturbed state concept
;
Softening behavior
;
Finite element analysis
刊名:Finite Elements in Analysis and Design
出版年:2012
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