Ausgabe 5/2014
Inhalt (13 Artikel)
Original Paper
A temporal stable node-based smoothed finite element method for three-dimensional elasticity problems
H. Feng, X. Y. Cui, G. Y. Li, S. Z. Feng
Original Paper
A pure bending exact nodal-averaged shear strain method for finite element plate analysis
C. T. Wu, Y. Guo, D. Wang
Original Paper
A homogenization-based quasi-discrete method for the fracture of heterogeneous materials
P. Z. Berke, R. H. J. Peerlings, T. J. Massart, M. G. D. Geers
Original Paper
A Pian–Sumihara type element for modeling shear bands at finite deformation
Colin McAuliffe, Haim Waisman
Original Paper
Incrementally objective implicit integration of hypoelastic–viscoplastic constitutive equations based on the mechanical threshold strength model
Hashem M. Mourad, Curt A. Bronkhorst, Francis L. Addessio, Carl M. Cady, Donald W. Brown, Shuh Rong Chen, George T. Gray III
Original Paper
Mesh adaptivity driven by goal-oriented locally equilibrated superconvergent patch recovery
O. A. González-Estrada, E. Nadal, J. J. Ródenas, P. Kerfriden, S. P. A. Bordas, F. J. Fuenmayor
Original Paper
The numerical investigation of spreading process of two viscoelastic droplets impact problem by using an improved SPH scheme
Tao Jiang, Lin-Guang Lu, Wei-Gang Lu
Original Paper
Static response of elastic inflated wrinkled membranes
Riccardo Barsotti, Salvatore S. Ligarò
Original Paper
Determination of an image point on a surface based on a plane-based algorithm
Sang Inn Woo, Rodrigo Salgado
Original Paper
A computational library for multiscale modeling of material failure
Hossein Talebi, Mohammad Silani, Stéphane P. A. Bordas, Pierre Kerfriden, Timon Rabczuk
Original Paper
A 3D time domain numerical model based on half-space Green’s function for soil–structure interaction analysis
P. Galvín, A. Romero