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Dr Madhup Pandey

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Assistant Professor (Structural Engineering)

University of Nottingham

United Kingdom

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Recent Grants

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Stress Concentration Factors of Cold-formed High Strength Steel Traditional and Member-rotated Tubular T- and X-joints

Open Date: 2021-09-01

Close Date: 2023-08-01

Grant: Close

Behaviour of cold-formed high strength steel bird-beak tubular T- and X-joints

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Articles (17)

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Collaborators (4)

Leroy Gardner

Professor

Imperial College London

UNITED KINGDOM

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David Hernández-Figueirido

Universitat Jaume I

SPAIN

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FANGYING WANG

Assistant Professor

University of Nottingham

UNITED KINGDOM

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Jing-Pu Tang

The University of Manchester

UNITED KINGDOM

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Dr Madhup Pandey

Research Interests

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Recent Grants

Articles (17)

Behavior of cold-formed stainless steel SHS and RHS stub columns at elevated temperatures

Structural performance of CFDST beams under three-point bending

Experimental study of rectangular CFDST beams with eccentric inner tubes under three-point bending

A durability evaluation method for CFRP-reinforced circular hollow section joints in a neutral salt spray environment

Axial compressive testing of rectangular concrete-filled stainless steel tubes incorporating demolished concrete lumps

Design of cold-formed steel elliptical hollow section T-joints

Numerical investigation and design of cold-formed steel elliptical hollow section X-joints under brace axial compression

Cold-formed high strength steel CHS-to-RHS T- and X-joints: Performance and design after fire exposures

Design of Cold-Formed High-Strength Steel Diamond Bird-Beak Tubular T-Joints and X-Joints

Design of cold-formed high strength steel CHS-to-RHS T- and X-joints at elevated temperatures

New design rules of cold-formed high strength steel CHS-to-RHS X-joints

RHS-to-RHS cold-formed S960 steel fire exposed X-joints: Structural behaviour and design

Design of cold-formed high strength steel square and rectangular hollow section beam–columns

Structural Performance of Cold-Formed High-Strength Steel Circular Hollow Sections under Combined Compression and Bending

Effect of member orientation on static strengths of cold-formed high strength steel tubular X-joints

Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints

Mechanical properties of cold-formed steel semi-oval hollow sections after exposure to ISO-834 fire

Collaborators (4)

Leroy Gardner

David Hernández-Figueirido

FANGYING WANG

Jing-Pu Tang

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