All Outputs (29)

Post-fire residual material properties of cold-formed steel elliptical hollow sections (2021)
Journal Article
Chen, M., Pandey, M., & Young, B. (2021). Post-fire residual material properties of cold-formed steel elliptical hollow sections. Journal of Constructional Steel Research, 183, Article 106723. https://doi.org/10.1016/j.jcsr.2021.106723

An experimental programme to investigate the residual material properties of fire exposed cold-formed steel elliptical hollow sections has been presented in this study. The test specimens were made of cold-formed steel elliptical hollow sections (CFS... Read More about Post-fire residual material properties of cold-formed steel elliptical hollow sections.

Post-fire mechanical response of high strength steels (2021)
Journal Article
Pandey, M., & Young, B. (2021). Post-fire mechanical response of high strength steels. Thin-Walled Structures, 164, Article 107606. https://doi.org/10.1016/j.tws.2021.107606

A test programme looking into the residual mechanical properties of fire exposed high strength steels (HSS) has been presented in this study. Accurate predictions of the residual mechanical properties of fire exposed structures are necessary to devel... Read More about Post-fire mechanical response of high strength steels.

Static resistances of cold-formed high strength steel tubular non-90° X-Joints (2021)
Journal Article
Pandey, M., & Young, B. (2021). Static resistances of cold-formed high strength steel tubular non-90° X-Joints. Engineering Structures, 239, Article 112064. https://doi.org/10.1016/j.engstruct.2021.112064

This paper presents a test programme to investigate the static joint resistances and load vs deformation behaviour of cold-formed high strength steel (CFHSS) tubular non-90° X-joints. The investigation presented in this study predominantly focused on... Read More about Static resistances of cold-formed high strength steel tubular non-90° X-Joints.

Numerical investigation and design of fully chord supported tubular T-joints (2021)
Journal Article
Pandey, M., Chung, K., & Young, B. (2021). Numerical investigation and design of fully chord supported tubular T-joints. Engineering Structures, 239, Article 112063. https://doi.org/10.1016/j.engstruct.2021.112063

A numerical investigation focusing on the design of fully chord supported cold-formed high strength steel (CFHSS) tubular T-joints is presented in this paper. The nominal yield strengths of the tubular members were 900 and 960 MPa. Square, rectangula... Read More about Numerical investigation and design of fully chord supported tubular T-joints.

Design of cold-formed high strength steel tubular T-joints under compression loads (2021)
Journal Article
Pandey, M., Chung, K., & Young, B. (2021). Design of cold-formed high strength steel tubular T-joints under compression loads. Thin-Walled Structures, 164, Article 107573. https://doi.org/10.1016/j.tws.2021.107573

This study presents a comprehensive finite element (FE) analysis of cold-formed high strength steel (CFHSS) tubular T-joints. The brace members of tubular T-joints were made up of rectangular (including square) and circular hollow sections (RHS and C... Read More about Design of cold-formed high strength steel tubular T-joints under compression loads.

Structural performance of cold-formed high strength steel tubular X-Joints under brace axial compression (2020)
Journal Article
Pandey, M., & Young, B. (2020). Structural performance of cold-formed high strength steel tubular X-Joints under brace axial compression. Engineering Structures, 208, Article 109768. https://doi.org/10.1016/j.engstruct.2019.109768

The experimental investigation presented in this study focused on the static strengths and load-deformation behaviour of cold-formed high strength steel tubular X-joints made up of S900 and S960 steel grades. The X-joints include brace members made u... Read More about Structural performance of cold-formed high strength steel tubular X-Joints under brace axial compression.

Compression capacities of cold-formed high strength steel tubular T-joints (2019)
Journal Article
Pandey, M., & Young, B. (2019). Compression capacities of cold-formed high strength steel tubular T-joints. Journal of Constructional Steel Research, 162, Article 105650. https://doi.org/10.1016/j.jcsr.2019.05.040

The paper presents a test programme on cold-formed high strength steel tubular T-joints with fully supported chord members. The T-joints consist of brace members made up of square, rectangular and circular hollow sections, while chord members were ma... Read More about Compression capacities of cold-formed high strength steel tubular T-joints.

Tests of cold-formed high strength steel tubular T-joints (2019)
Journal Article
Pandey, M., & Young, B. (2019). Tests of cold-formed high strength steel tubular T-joints. Thin-Walled Structures, 143, Article 106200. https://doi.org/10.1016/j.tws.2019.106200

The paper presents an experimental investigation on cold-formed high strength steel tubular T-joints. The fabricated T-joints include brace members made up of square, rectangular and circular hollow sections, while chord members were made up of squar... Read More about Tests of cold-formed high strength steel tubular T-joints.

Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs (2017)
Journal Article
Chen, X. C., Pandey, M., Bai, Z. Z., & Au, F. T. (2017). Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs. Journal of Bridge Engineering, 22(8), https://doi.org/10.1061/%28ASCE%29BE.1943-5592.0001074

Although prestressed concrete (PC) bridges with corrugated steel webs have become a promising form of bridge, their long-term behavior is not well understood. A study of their long-term behavior is reported. A numerical model to account for the creep... Read More about Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs.