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OU ZHAO

Associate Professor

Nanyang Technological University (NTU)

Singapore

Research Interests

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Professors in Structural Engineering

About

OU ZHAO is an Assistant Professor at Nanyang Technological University, Singapore. His research focuses on advanced structural engineering, including the global buckling behavior of stainless steel structures, fatigue crack growth in additively manufactured materials, and the performance of composite arches under impact loads. Recent publications highlight his contributions to the understanding and design of high-strength steel sections and their applications in modern construction.

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Collaborators (4)

Faqi Liu

Associate Professor

Harbin Institute of Technology

CHINA

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Yukai Zhong

Nanyang Technological University

SINGAPORE

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Lulu Zhang

Assistant Professor

Singapore Institute of Technology

SINGAPORE

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FANGYING WANG

Assistant Professor

University of Nottingham

UNITED KINGDOM

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OU ZHAO

Research Interests

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About

Articles (40)

Behavior and strength prediction of the horizontal joint of prestressed concrete towers for wind turbines under combined compression-bending-torsion loads

Flexural buckling performance and capacity of recycled 6061-T6 aluminium alloy square hollow section columns

Global buckling behaviour and design of stainless steel hexagonal hollow section columns

Novel corrugated steel-sprayed UHPC composite (CSSUHPCC) arches: Structural testing, numerical simulation and calculation method

Experimental and numerical investigations of corrugated stainless steel–concrete composite arches

Post-fire structural behaviour of S700 high strength steel bolted connections with block tearing: Experiments, simulations and design

Residual stresses and local buckling of cold-formed high strength stainless-clad bimetallic steel circular hollow section stub columns

Cross-section compressive performance of wire arc additively manufactured stainless steel singly symmetric (T-shaped, channel and angle) section stub columns

Post-fire mechanical behaviour of stainless steels and membrane residual stresses in laser-welded stainless steel I-sections

Load-path-informed topology optimisation of steel square joints using integrated ground structure and BESO methods

Testing, modelling and analysis of S960 ultra-high strength steel box section columns fabricated by innovative laser-arc hybrid welding

Residual stresses and buckling resistances of Q960 ultra high-strength steel welded I-section columns after exposure to fire

Tension performance of bimetallic plates with wire arc additively manufactured ER316L stainless steel cladding deposited on S355 carbon steel substrate

Bending mechanism and ultimate capacity of the opening horizontal joints of prestressed concrete towers for wind turbines

The load–deflection relationship prediction of prefabricated steel–concrete composite beams with intermittent high-performance connectors under service loads

Experimental study on clay brick masonry wall retrofitted with sandwich panels containing polyurea under blast loading

Tensile behaviour of bimetallic plates consisting of a conventional steel substrate and a wire-arc-additively-manufactured steel cladding

Wire arc additively manufactured aluminium alloy open sections: 3D geometric analysis and compressive behaviour

Parametric optimization-based design and testing of 3D printed stainless steel circular X-joints

Experimental and numerical investigations of S700 high strength cold-formed steel built-up I-section short and long beam–columns

Structural behaviour and capacity of recycled aggregate concrete-filled stainless steel tubular (RACFSST) columns under eccentric loading

Torsional behaviour and design of stainless steel-high strength concrete-high strength steel double skin tubular (SHHDST) columns

Compression-bending behavior of corrugated steel-sprayed ECC composite arches

Experimental and numerical studies of S700 high strength cold-formed steel built-up box section columns

Fatigue crack growth in wire arc additively manufactured ER2594 super-duplex stainless steel — testing and modelling

Flexural buckling and analysis of S690 high strength steel welded π-shaped section columns

Flexural buckling and flexural–torsional buckling behaviour of S960 ultra-high strength steel (UHSS) welded T-section columns

Lateral impact behavior of reinforced concrete columns strengthened with Fe-SMA/FRP-HDPE tube and rubber concrete cladding

Post-fire tensile behavior of wire arc additively manufactured duplex stainless steel plates

Behavior of corrugated steel-shotcrete composite arches under varying multiple impact loadings

Dynamic response of concrete-filled square steel tubular columns under lateral impact load at flat or corner zone

Flexural buckling of laser-welded stainless steel T-section columns

Experimental and numerical investigations of S960 ultra-high strength steel welded I-section beams with in-plane flexural failure

Flexural buckling behaviour and residual resistances of hot-rolled stainless steel channel section columns after exposure to elevated temperatures

Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending

Membrane residual stresses and compressive behaviour of laser-welded stainless steel T-sections

Cross-section behaviour and design of press-braked ferritic stainless steel channel sections under combined compression and major-axis bending moment

Testing, modelling and analysis of full-scale cold-formed steel center-sheathed shear walls in fire

Structural behaviour of press-braked austenitic stainless steel slender channel section beam-columns

Testing, simulation and design of press-braked ferritic stainless steel slender channel section columns failing by local–flexural interactive buckling

Collaborators (4)

Faqi Liu

Yukai Zhong

Lulu Zhang

FANGYING WANG

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