Page 1 | Search Results | Engineering Computations

1-15 of 15

Sort by

Sort Order Select

Journal Articles

Modified Mohr‐Coulomb – Rankine material model for concrete

Mirela Galic, Pavao Marovic, Zeljana Nikolic

Engineering Computations (2011) 28 (7): 853–887.

https://doi.org/10.1108/02644401111165112

Published: 11 October 2011

View article titled, Modified Mohr‐Coulomb – Rankine material model for concrete

Add to Citation Manager for Modified Mohr‐Coulomb – Rankine material model for concrete

Journal Articles

Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants

Uroš Bohinc, Adnan Ibrahimbegovic, Boštjan Brank

Engineering Computations (2009) 26 (1-2): 69–99.

https://doi.org/10.1108/02644400910924816

Published: 02 January 2009

View article titled, Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants

Add to Citation Manager for Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants

Journal Articles

Guest editorial

Adnan Ibrahimbegovic, Ivica Kozar, Pavao Marovic

Engineering Computations (2009) 26 (1-2)

https://doi.org/10.1108/ec.2009.18226aaa.001

Published: 02 January 2009

View article titled, Guest editorial

Add to Citation Manager for Guest editorial

Journal Articles

Partitioning based reduced order modelling approach for transient analyses of large structures

Damijan Markovic, Adnan Ibrahimbegovic, K.C. Park

Engineering Computations (2009) 26 (1-2): 46–68.

https://doi.org/10.1108/02644400910924807

Published: 02 January 2009

View article titled, Partitioning based reduced order modelling approach for transient analyses of large structures

Add to Citation Manager for Partitioning based reduced order modelling approach for transient analyses of large structures

Journal Articles

Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part I: theoretical formulation and numerical implementation

D. Brancherie, A. Ibrahimbegovic

Engineering Computations (2009) 26 (1-2): 100–127.

https://doi.org/10.1108/02644400910924825

Published: 02 January 2009

View article titled, Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part I: theoretical formulation and numerical implementation

Add to Citation Manager for Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part I: theoretical formulation and numerical implementation

Journal Articles

Multiscale in time and stability analysis of operator split solution procedures applied to thermomechanical problems

C. Kassiotis, J.‐B. Colliat, A. Ibrahimbegovic, H.G. Matthies

Engineering Computations (2009) 26 (1-2): 205–223.

https://doi.org/10.1108/02644400910924870

Published: 02 January 2009

View article titled, Multiscale in time and stability analysis of operator split solution procedures applied to thermomechanical problems

Add to Citation Manager for Multiscale in time and stability analysis of operator split solution procedures applied to thermomechanical problems

Journal Articles

Failure model for heterogeneous structures using structured meshes and accounting for probability aspects

M. Hautefeuille, S. Melnyk, J.B. Colliat, A. Ibrahimbegovic

Engineering Computations (2009) 26 (1-2): 166–184.

https://doi.org/10.1108/02644400910924852

Published: 02 January 2009

View article titled, Failure model for heterogeneous structures using structured meshes and accounting for probability aspects

Add to Citation Manager for Failure model for heterogeneous structures using structured meshes and accounting for probability aspects

Journal Articles

Multi‐scale modelling of heterogeneous structures with inelastic constitutive behavior: Part II – software coupling implementation aspects

Rainer Niekamp, Damijan Markovic, Adnan Ibrahimbegovic, Hermann G. Matthies, Robert L. Taylor

Engineering Computations (2009) 26 (1-2): 6–28.

https://doi.org/10.1108/02644400910924780

Published: 02 January 2009

View article titled, Multi‐scale modelling of heterogeneous structures with inelastic constitutive behavior: Part II – software coupling implementation aspects

Add to Citation Manager for Multi‐scale modelling of heterogeneous structures with inelastic constitutive behavior: Part II – software coupling implementation aspects

Journal Articles

Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis

Wenjie Shiu, Frédéric Victor Donzé, Laurent Daudeville

Engineering Computations (2009) 26 (1-2): 29–45.

https://doi.org/10.1108/02644400910924799

Published: 02 January 2009

View article titled, Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis

Add to Citation Manager for Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis

Journal Articles

Security aspects of vertical actions on bridge structure: Comparison of earthquake and vehicle induced dynamical forces

Ivica Kožar

Engineering Computations (2009) 26 (1-2): 145–165.

https://doi.org/10.1108/02644400910924843

Published: 02 January 2009

View article titled, Security aspects of vertical actions on bridge structure: Comparison of earthquake and vehicle induced dynamical forces

Add to Citation Manager for Security aspects of vertical actions on bridge structure: Comparison of earthquake and vehicle induced dynamical forces

Journal Articles

Nonlinear impact dynamics and field transfer suitable for parametric design studies

Adnan Ibrahimbegovic, Guillaume Hervé, Pierre Villon

Engineering Computations (2009) 26 (1-2): 185–204.

https://doi.org/10.1108/02644400910924861

Published: 02 January 2009

View article titled, Nonlinear impact dynamics and field transfer suitable for parametric design studies

Add to Citation Manager for Nonlinear impact dynamics and field transfer suitable for parametric design studies

Journal Articles

Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part II: identification from tests under heterogeneous stress field

A. Kucerova, D. Brancherie, A. Ibrahimbegovic, J. Zeman, Z. Bittnar

Engineering Computations (2009) 26 (1-2): 128–144.

https://doi.org/10.1108/02644400910924834

Published: 02 January 2009

View article titled, Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part II: identification from tests under heterogeneous stress field

Add to Citation Manager for Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part II: identification from tests under heterogeneous stress field

Journal Articles

Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures

Pavao Marović, Željana Nikolić, Mirela Galić

Engineering Computations (2005) 22 (5-6): 684–710.

https://doi.org/10.1108/02644400510603069

Published: 01 July 2005

View article titled, Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures

Add to Citation Manager for Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures

Journal Articles

Pullout capacity of spatial anchors

Lidija Frgić, Pavao Marović, Krešimir Tor

Engineering Computations (2004) 21 (6): 598–609.

https://doi.org/10.1108/02644400410545182

Published: 01 September 2004

View article titled, Pullout capacity of spatial anchors

Add to Citation Manager for Pullout capacity of spatial anchors

Journal Articles

Finite element solution improved by full clamping element functions

Zoeljana Nikolic´, Ante Mihanovic´, Pavao Marovic´

Engineering Computations (2001) 18 (5-6): 786–801.

https://doi.org/10.1108/EUM0000000005787

Published: 01 August 2001

View article titled, Finite element solution improved by full clamping element functions

Add to Citation Manager for Finite element solution improved by full clamping element functions

Update search

NARROW

Format

Journal

Type

Issue Section

Date

Availability

Modified Mohr‐Coulomb – Rankine material model for concrete

Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants

Guest editorial

Partitioning based reduced order modelling approach for transient analyses of large structures

Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part I: theoretical formulation and numerical implementation

Multiscale in time and stability analysis of operator split solution procedures applied to thermomechanical problems

Failure model for heterogeneous structures using structured meshes and accounting for probability aspects

Multi‐scale modelling of heterogeneous structures with inelastic constitutive behavior: Part II – software coupling implementation aspects

Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis

Security aspects of vertical actions on bridge structure: Comparison of earthquake and vehicle induced dynamical forces

Nonlinear impact dynamics and field transfer suitable for parametric design studies

Novel anisotropic continuum‐discrete damage model capable of representing localized failure of massive structures: Part II: identification from tests under heterogeneous stress field

Some aspects of 2D and/or 3D numerical modelling of reinforced and prestressed concrete structures

Pullout capacity of spatial anchors

Finite element solution improved by full clamping element functions

Email alerts