Structural Fire

I have been investigating the post-fire behaviour and residual stresses of steel and composite structures design. All of the published papers can be found on this page.

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Steel Structures
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Steel Structures

Steel Structures

[5] Li, J., Jiang, K., Chen, M. T., Zhao, O., & Gardner, L. (2025). Post-fire behaviour of wire arc additively manufactured ER70S-6 steel. Engineering Structures, 334, 120192.

[4] Zhang, J., Yang, H., Su, A., & Jiang, K. (2025). Experimental and numerical investigations of S890 and S960 ultra-high strength steel circular hollow section stub columns after fire exposure. Thin-Walled Structures, 209, 112933.

[3] Zhang, J., Su, A., Jiang, K. (2024). Post-fire behavior and residual resistances of S890 ultra-high strength steel circular hollow sections under combined compression and bending. Engineering Structures, 316, 118519.

[2] Su, A., Jiang, K., Wang, Y., Zhao, O. (2023). Experimental and numerical investigations into S960 ultra-high strength steel welded I-section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 183, 110349.

[1] Su, A., Jiang, K., Liang, Y., Zhao, O. (2021). Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns. Thin-Walled Structures, 169, 108422.

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Composite Structures
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Composite Structures

Composite Structures

[2] Wang, Z., Zhong, Y., Jiang, K., Su, M., Zhao, O. (2024). Post-fire behaviour and resistances of square recycled aggregate concrete-filled stainless steel tube stub columns. Structures, 197, 111564.

[1] Zhong, Y., Jiang, K., Zhao, O. (2022). Post-fire behaviour and capacity of high strength concrete-filled high strength steel tub (HCFHST) stub columns under combined compression and bending. Engineering Structures, 253, 113837.