Dr MADHUP PANDEY's Outputs (5)

Study on the durability of CFRP-to-steel joints under neutral salt spray exposure (2024)
Journal Article
Wang, T., Tong, L., Zhu, X., Wang, F., & Pandey, M. (2024). Study on the durability of CFRP-to-steel joints under neutral salt spray exposure. Journal of Constructional Steel Research, 223, Article 109062. https://doi.org/10.1016/j.jcsr.2024.109062

This study investigated the durability of CFRP-to-steel bonded joints. First, durability tests were conducted on adhesive, CFRP sheets, and CFRP-to-steel double-lap joints in a neutral salt spray environment. Three types of influencing factors were c... Read More about Study on the durability of CFRP-to-steel joints under neutral salt spray exposure.

Compressive behavior and design calculations of CFST slender columns with latticed annular steel part (2024)
Journal Article
Yang, Z.-M., Chen, J., & Pandey, M. (2024). Compressive behavior and design calculations of CFST slender columns with latticed annular steel part. Journal of Constructional Steel Research, 223, Article 109028. https://doi.org/10.1016/j.jcsr.2024.109028

In this paper, the design calculations of axially loaded CFST slender columns with latticed annular steel parts (SRCFST) are proposed based on the separated model. Finite Element (FE) analysis is conducted to predict the axial compressive performance... Read More about Compressive behavior and design calculations of CFST slender columns with latticed annular steel part.

Investigation on load-bearing capacity improvement coefficient of CFRP-reinforced CHS KT-joints (2024)
Journal Article
Wang, T., Tong, L., Gao, F., Xu, X., Shi, W., Pandey, M., & Wang, F. (2024). Investigation on load-bearing capacity improvement coefficient of CFRP-reinforced CHS KT-joints. Thin-Walled Structures, 205(Part A), Article 112455. https://doi.org/10.1016/j.tws.2024.112455

This study numerically analyses the load-bearing capacity of Carbon Fibre Reinforced Polymer (CFRP) strengthened circular hollow section (CHS) multiplanar KT-joints based on experiments. Compared to unreinforced joints, the load-bearing capacity impr... Read More about Investigation on load-bearing capacity improvement coefficient of CFRP-reinforced CHS KT-joints.

Research on cold-formed high strength steel tubular T- and X-joints (2024)
Journal Article
Pandey, M., & Young, B. (2024). Research on cold-formed high strength steel tubular T- and X-joints. Journal of Constructional Steel Research, 219, Article 108669. https://doi.org/10.1016/j.jcsr.2024.108669

This paper summarises the investigations carried out by the authors on traditional and member-rotated T- and X-joints made of cold-formed S900 and S960 steel grades tubular members with nominal 0.2% proof stresses (equivalent to yield strengths) of 9... Read More about Research on cold-formed high strength steel tubular T- and X-joints.

New insights into the mechanism of load transfer in steel-encased CFST connections (2024)
Journal Article
Song, S.-S., Chen, J., Zhan, X., & Pandey, M. (2024). New insights into the mechanism of load transfer in steel-encased CFST connections. Journal of Constructional Steel Research, 214, Article 108432. https://doi.org/10.1016/j.jcsr.2023.108432

Extensive numerical studies and analysis are presented to gain insights into the mechanism of load transfer in T- and K-type concrete-filled steel tube (CFST) connections. The new mechanism of load transfer investigated in this paper manifests that t... Read More about New insights into the mechanism of load transfer in steel-encased CFST connections.