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You searched for +publisher:"University of New South Wales" +contributor:("Morozov, Evgeny, Engineering & Information Technology, UNSW Canberra, UNSW"). Showing records 1 – 12 of 12 total matches.

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University of New South Wales

1. Cui, Yifei. Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete.

Degree: Engineering & Information Technology, 2016, University of New South Wales

 Ordinary Portland cement (OPC) has been criticised for a long time for its high energy consumption during the production process that releases quantities of carbon… (more)

Subjects/Keywords: Bond; Geopolymer concrete; Fly ash; Steel bar

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APA (6th Edition):

Cui, Y. (2016). Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55604 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38158/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Cui, Yifei. “Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete.” 2016. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/55604 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38158/SOURCE02?view=true.

MLA Handbook (7th Edition):

Cui, Yifei. “Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete.” 2016. Web. 15 Nov 2019.

Vancouver:

Cui Y. Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/55604 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38158/SOURCE02?view=true.

Council of Science Editors:

Cui Y. Bond Behaviour between Reinforcing Steel Bars and Fly ash-based Geopolymer Concrete. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/55604 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38158/SOURCE02?view=true


University of New South Wales

2. Barnes, Rosemary. Structural design methodology for composite wind turbine blades using data mining techniques.

Degree: Engineering & Information Technology, 2016, University of New South Wales

 Modern wind turbine blades are large composite structures with complex geometry, subjected to many different loading cases and structural constraints. As a consequence, design and… (more)

Subjects/Keywords: finite element method; composite materials; optimisation; wind turbine blades; structural design

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APA (6th Edition):

Barnes, R. (2016). Structural design methodology for composite wind turbine blades using data mining techniques. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57262 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42991/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Barnes, Rosemary. “Structural design methodology for composite wind turbine blades using data mining techniques.” 2016. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/57262 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42991/SOURCE02?view=true.

MLA Handbook (7th Edition):

Barnes, Rosemary. “Structural design methodology for composite wind turbine blades using data mining techniques.” 2016. Web. 15 Nov 2019.

Vancouver:

Barnes R. Structural design methodology for composite wind turbine blades using data mining techniques. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/57262 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42991/SOURCE02?view=true.

Council of Science Editors:

Barnes R. Structural design methodology for composite wind turbine blades using data mining techniques. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57262 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42991/SOURCE02?view=true


University of New South Wales

3. Lin, Chang. Development and characterization of strain-hardening cementitious composites with high volume fly ash.

Degree: Engineering & Information Technology Canberra, 2013, University of New South Wales

 In contrast with the brittleness of concrete, strain-hardening cementitious composites (SHCC) have high ductility and toughness. However, SHCC mixtures generally contain a high cement content,… (more)

Subjects/Keywords: Multiple-cracking; Cementitious composites; Strain-hardening; Toughness; Ductility; Fibre reinforcement

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APA (6th Edition):

Lin, C. (2013). Development and characterization of strain-hardening cementitious composites with high volume fly ash. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Lin, Chang. “Development and characterization of strain-hardening cementitious composites with high volume fly ash.” 2013. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true.

MLA Handbook (7th Edition):

Lin, Chang. “Development and characterization of strain-hardening cementitious composites with high volume fly ash.” 2013. Web. 15 Nov 2019.

Vancouver:

Lin C. Development and characterization of strain-hardening cementitious composites with high volume fly ash. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true.

Council of Science Editors:

Lin C. Development and characterization of strain-hardening cementitious composites with high volume fly ash. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12071/SOURCE01?view=true


University of New South Wales

4. Wang, Chunguang. Tailored design of composite risers for deep water applications.

Degree: Engineering & Information Technology, 2013, University of New South Wales

 Currently offshore oil and gas industry uses production risers made of high grade steel. The weight of the steel risers has to be supported by… (more)

Subjects/Keywords: Finite Element Modeling; Composite Riser; Offshore Engineering; Local Design; Global Design; Surrogate Assisted Evolutionary Algorithm; Design Optimisation; FRP Composite Material Design

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APA (6th Edition):

Wang, C. (2013). Tailored design of composite risers for deep water applications. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52672 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11345/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Wang, Chunguang. “Tailored design of composite risers for deep water applications.” 2013. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/52672 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11345/SOURCE01?view=true.

MLA Handbook (7th Edition):

Wang, Chunguang. “Tailored design of composite risers for deep water applications.” 2013. Web. 15 Nov 2019.

Vancouver:

Wang C. Tailored design of composite risers for deep water applications. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/52672 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11345/SOURCE01?view=true.

Council of Science Editors:

Wang C. Tailored design of composite risers for deep water applications. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/52672 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11345/SOURCE01?view=true


University of New South Wales

5. Chen, Jingfen. Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models.

Degree: Engineering & Information Technology, 2013, University of New South Wales

 In this work, the progressive failure of composite laminates is studied. Firstly, a combined elastoplastic damage model capable of representing the plastic deformations and degradation… (more)

Subjects/Keywords: Damage mechanics; Progressive failure analysis; Composite laminates; Plastic deformation; Delamination; Return mapping algorithm; Combined elastoplastic damage model; Consistency elasto-viscoplastic damage model; Abaqus user-defined material subroutine UMAT

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APA (6th Edition):

Chen, J. (2013). Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53027 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11705/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Chen, Jingfen. “Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models.” 2013. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/53027 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11705/SOURCE01?view=true.

MLA Handbook (7th Edition):

Chen, Jingfen. “Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models.” 2013. Web. 15 Nov 2019.

Vancouver:

Chen J. Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/53027 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11705/SOURCE01?view=true.

Council of Science Editors:

Chen J. Progressive failure analysis of composite laminates based on elastoplastic and elasto-viscoplastic damage models. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53027 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11705/SOURCE01?view=true


University of New South Wales

6. Xie, Jiting. Synthesis and Performance of Lightweight Geopolymer Concrete.

Degree: Engineering & Information Technology, 2015, University of New South Wales

 A lightweight concrete (LWC) displays physical, mechanical and structural features preferred in contemporary concrete industry. A major synthetic method for manufacturing high-performance LWCs is to… (more)

Subjects/Keywords: fly ash; geopolymer; lightweight

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APA (6th Edition):

Xie, J. (2015). Synthesis and Performance of Lightweight Geopolymer Concrete. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55224 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36829/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Xie, Jiting. “Synthesis and Performance of Lightweight Geopolymer Concrete.” 2015. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/55224 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36829/SOURCE02?view=true.

MLA Handbook (7th Edition):

Xie, Jiting. “Synthesis and Performance of Lightweight Geopolymer Concrete.” 2015. Web. 15 Nov 2019.

Vancouver:

Xie J. Synthesis and Performance of Lightweight Geopolymer Concrete. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/55224 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36829/SOURCE02?view=true.

Council of Science Editors:

Xie J. Synthesis and Performance of Lightweight Geopolymer Concrete. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/55224 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36829/SOURCE02?view=true


University of New South Wales

7. Chowdhury, Mohammad Shakar. Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates.

Degree: Engineering & Information Technology, 2017, University of New South Wales

 Polymer matrix composites are widely used in aircraft structures due to their superior specific stiffness and strength. However, laminated composites are susceptible to delaminations due… (more)

Subjects/Keywords: Eigensystem Realisation Algorithm; Vibration; Structural Health Monitoring; Natural Excitation Technique; Damage Assessment; Carbon Fiber Reinforced Polymer

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APA (6th Edition):

Chowdhury, M. S. (2017). Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57569 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:44102/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Chowdhury, Mohammad Shakar. “Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates.” 2017. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/57569 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:44102/SOURCE02?view=true.

MLA Handbook (7th Edition):

Chowdhury, Mohammad Shakar. “Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates.” 2017. Web. 15 Nov 2019.

Vancouver:

Chowdhury MS. Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/57569 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:44102/SOURCE02?view=true.

Council of Science Editors:

Chowdhury MS. Application of System Identification using ERA/NExT for Damage Assessment in Composite Laminates. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/57569 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:44102/SOURCE02?view=true


University of New South Wales

8. Wang, Caizheng. Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact.

Degree: Engineering & Information Technology, 2018, University of New South Wales

 Wire mesh security screens are used in windows and doors in many houses and commercial or institutional buildings to prevent unauthorized entry or exit from… (more)

Subjects/Keywords: numerical simulation; wire mesh security screen; low-velocity impact; experimental test

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APA (6th Edition):

Wang, C. (2018). Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59804

Chicago Manual of Style (16th Edition):

Wang, Caizheng. “Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact.” 2018. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/59804.

MLA Handbook (7th Edition):

Wang, Caizheng. “Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact.” 2018. Web. 15 Nov 2019.

Vancouver:

Wang C. Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/59804.

Council of Science Editors:

Wang C. Numerical Simulation of Wire Mesh Security Screens subjected to Low-velocity Impact. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59804


University of New South Wales

9. Rahman, Mustafizur. Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies.

Degree: Engineering & Information Technology, 2013, University of New South Wales

 The impact resistance and mechanical behaviour of composite panels utilised in personal armour systems are investigated in this work. The panels considered in the present… (more)

Subjects/Keywords: Body armour; Impact resistance; Hybrid composite panels

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APA (6th Edition):

Rahman, M. (2013). Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53001 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11679/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Rahman, Mustafizur. “Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies.” 2013. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/53001 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11679/SOURCE01?view=true.

MLA Handbook (7th Edition):

Rahman, Mustafizur. “Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies.” 2013. Web. 15 Nov 2019.

Vancouver:

Rahman M. Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/53001 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11679/SOURCE01?view=true.

Council of Science Editors:

Rahman M. Impact Resistance of Laminated Hybrid Composite Panels Composed of Compliant and Rigid Plies. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53001 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:11679/SOURCE01?view=true


University of New South Wales

10. Yu, Kuang. Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications.

Degree: Engineering & Information Technology, 2015, University of New South Wales

 Reinforced thermoplastic pipes (RTPs) are considered as prospective alternatives to traditional steel pipes in various offshore oil and gas applications due to their attractive properties… (more)

Subjects/Keywords: Nonlinear mechanical behaviour; Reinforced thermoplastic pipe (RTP); FE modelling; Offshore applications

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APA (6th Edition):

Yu, K. (2015). Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54962 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36255/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yu, Kuang. “Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications.” 2015. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/54962 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36255/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yu, Kuang. “Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications.” 2015. Web. 15 Nov 2019.

Vancouver:

Yu K. Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/54962 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36255/SOURCE02?view=true.

Council of Science Editors:

Yu K. Nonlinear modelling and analysis of reinforced thermoplastic pipes for offshore applications. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/54962 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36255/SOURCE02?view=true


University of New South Wales

11. Kourloufas, Christopher. Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites.

Degree: Engineering & Information Technology Canberra, 2016, University of New South Wales

 The use of carbon/epoxy composites is ever increasing in the aerospace industry. The topic of saltwater absorption/desorption cycling effects is of interest as aircraft will… (more)

Subjects/Keywords: Composite; Absorption; Desorption; Salt Water; Carbon Fiber Reinforced Polymer; Absorption/Desorption Cycling; Carbon/Epoxy; Composite; Cyclic Environmental Testing

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APA (6th Edition):

Kourloufas, C. (2016). Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57029 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42292/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Kourloufas, Christopher. “Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites.” 2016. Masters Thesis, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/57029 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42292/SOURCE02?view=true.

MLA Handbook (7th Edition):

Kourloufas, Christopher. “Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites.” 2016. Web. 15 Nov 2019.

Vancouver:

Kourloufas C. Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites. [Internet] [Masters thesis]. University of New South Wales; 2016. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/57029 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42292/SOURCE02?view=true.

Council of Science Editors:

Kourloufas C. Effect of Saltwater Absorption/Desorption Cycling on Strength of Carbon Fibre/Epoxy Composites. [Masters Thesis]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57029 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42292/SOURCE02?view=true


University of New South Wales

12. Wang, Hongxu. Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates.

Degree: Engineering & Information Technology, 2017, University of New South Wales

 Ultra-high molecular weight polyethylene (UHMWPE) fibres have high tensile strength(approaching 4 GPa), high elastic modulus (about 130 GPa), and low density (970 kg/m3), which provide… (more)

Subjects/Keywords: Finite element modelling; Multi-ply woven fabrics; Impact testing; Ultra-high molecular weight polyethylene; Yarn tensile properties

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APA (6th Edition):

Wang, H. (2017). Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/58455 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:46082/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Wang, Hongxu. “Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates.” 2017. Doctoral Dissertation, University of New South Wales. Accessed November 15, 2019. http://handle.unsw.edu.au/1959.4/58455 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:46082/SOURCE02?view=true.

MLA Handbook (7th Edition):

Wang, Hongxu. “Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates.” 2017. Web. 15 Nov 2019.

Vancouver:

Wang H. Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2019 Nov 15]. Available from: http://handle.unsw.edu.au/1959.4/58455 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:46082/SOURCE02?view=true.

Council of Science Editors:

Wang H. Impact Behaviour of UHMWPE Woven Fabrics and Fabric-Reinforced Composite Laminates. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/58455 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:46082/SOURCE02?view=true

.