FANGYING WANG

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Assistant Professor

University of Nottingham

United Kingdom

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Recent Grants

Grant: Open

Machine learning-based fusion of experimental and synthetic data for reliable design of blind-bolted CFST connection.

Open Date: 2022-11-01

Close Date: 2033-10-01

Grant: Close

Sustainable Asphalt Pavements with Recycled Concrete Aggregate and Waste Glass

Open Date: 2022-11-01

Close Date: 2023-02-01

Grant: Close

Structural performance of a novel compound concrete-stainless steel composite stub column incorporating high volume demolished concrete

Open Date: 2022-10-01

Close Date: 2023-05-01

Grant: Close

Avery DAQ Upgrade for 5000kN hydraulic compressive testing machine

Open Date: 2022-03-01

Close Date: 2022-09-01

Articles (12)

Year:

2024

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2024

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2023

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2023

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2022

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2022

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2022

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2022

Year:

2022

Year:

2022

Year:

2021

Year:

2021

Collaborators (2)

Walid Tizani

Associate Professor

University of Nottingham

UNITED KINGDOM

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Manuela Cabrera Duran

University of Birmingham

UNITED KINGDOM

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FANGYING WANG

Research Interests

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Contact this professor

Recent Grants

Articles (12)

Experiments on shear behavior of reinforced concrete continuous beams strengthened by C‐FRCM

Flexural and cracking behavior of corroded RC continuous beams strengthened with energized C‐FRCM system

Bond behavior between section steel and concrete in partially encased composite structural members

Load introduction and transfer mechanism of K-type CFST circular section connections

Bending behaviour of corroded RC continuous beams with C-FRCM strengthening system

Experimental and analytical study of hollow section concrete-filled GFRP tubes in bending

Cyclic testing on prefabricated joints for steel beam to concrete-filled steel tubular column

The behaviour of anchored extended blind bolts in concrete‐filled tubes

Fatigue life of C-FRCM strengthened corroded RC continuous beams under multi-intervention system

Unequal depth beam-column joints with H-shaped damper: Parametric study and design method

Computational analysis of axially loaded thin-walled rectangular concrete-filled stainless steel tubular short columns incorporating local buckling effects

Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts

Collaborators (2)

Walid Tizani

Manuela Cabrera Duran

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