Amar Khennane

the University of Southern Queensland: 1. Do not make any warranty or representation, express or implied, with (2008)

Amar Khennane, Robert E. Melchers

respect to the accuracy, completeness, or usefulness of the information contained in these reports; or 2. Do not assume any liability with respect to the use of, or for damages resulting from the use...

Timoshenko beam-solution in terms of integrated radial basis functions (2007)

Khennane, Amar, Tran-Cong, Thanh

[Abstract]: The Indirect Radial Basis Function (IRBF) method is a mesh free method that operates on the strong form of a differential equation. It uses a point interpolation method, which makes the...

Computation of laminated composite plates using integrated radial basis function networks (2007)

Mai-Duy, Nam, Khennane, Amar, Tran-Cong, Thanh

[Abstract]: This paper reports a meshless method, which is based on radial-basis-function networks (RBFNs), for the static analysis of moderately-thick laminated composite plates using the...

Computation of laminated composite plates using integrated radial basis function networks (2007)

Mai-Duy, Nam, Khennane, Amar, Tran-Cong, Thanh

[Abstract]: This paper reports a meshless method, which is based on radial-basis-function networks (RBFNs), for the static analysis of moderately-thick laminated composite plates using the...

Timoshenko beam-solution in terms of integrated radial basis functions (2007)

Khennane, Amar, Tran-Cong, Thanh

[Abstract]: The Indirect Radial Basis Function (IRBF) method is a mesh free method that operates on the strong form of a differential equation. It uses a point interpolation method, which makes the...

Timoshenko beam-solution in terms of integrated radial basis functions (2007)

Khennane, Amar, Tran-Cong, Thanh

[Abstract]: The Indirect Radial Basis Function (IRBF) method is a mesh free method that operates on the strong form of a differential equation. It uses a point interpolation method, which makes the...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh, Nguyen, Son Q., Nguyen, Dung

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh, Nguyen, Son Q., Nguyen, Dung

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

Design and analysis of a composite beam for infrastructure applications - Part I: preliminary investigation in bending (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

The objective of this study is to contribute to the development of a composite beam for use in civil engineering systems. Based on the limitations in existing concepts, a new beam design is proposed...

Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion (2006)

Springolo, Mario, Van Erp, Gerard, Khennane, Amar

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach...

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis (2006)

Springolo, Mario, Khennane, Amar, Van Erp, Gerard

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of...

Monte-Carlo simulation of the durability of glass fibre reinforced composite under environmental stress corrosion (2006)

Nguyen-Van, Hieu, Khennane, Amar, Tran-Cong, Thanh

The lifetime distribution of glass fibre subject to permanent environmental stress corrosion is very important for assessing the durability and damage tolerance of composites using glass...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E.

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E., Xie, Mike, Mouritz, Adrian, Khatibi, Akbar Afaghi, Gardiner, Craig, ...

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E.

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E., Xie, Mike, Mouritz, Adrian, Khatibi, Akbar Afaghi, Gardiner, Craig, ...

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E.

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

Performance design of reinforced concrete slabs using commercial finite element software (2005)

Khennane, Amar

[Abstract]: A fundamental task in the design of reinforced concrete structures is to search for minimum cost through the variation and placement of the quantities of the relatively expensive steel...

A meso-scale finite element model for environmental stress corrosion of GFRP (2005)

Khennane, Amar, Melchers, Robert E.

[Abstract]: A stress corrosion model of a glass fibre is used within the framework of the finite element theory to predict the life of a unidirectional composite. The approach proposed here seeks to...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of Glass Fibre Reinforced Plastics. The essence of the model is a division of the composite system into a binary...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of GlassFibre Reinforced Plastics. The essence of the model is a division of the composite system intoa binary...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of Glass Fibre Reinforced Plastics. The essence of the model is a division of the composite system into a binary...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of GlassFibre Reinforced Plastics. The essence of the model is a division of the composite system intoa binary...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of Glass Fibre Reinforced Plastics. The essence of the model is a division of the composite system into a binary...

Meso-scale finite element investigation into the short and long term strengths of glass fibre reinforced composites (2003)

Khennane, Amar, Melchers, Robert E.

A finite element model is proposed for simulating the short and long term strength of Glass Fibre Reinforced Plastics. The essence of the model is a division of the composite system into a binary...