Zhe Xing

ORCID: 0000-0003-3225-7663
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About
Contact & Profiles
Research Areas
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Fire effects on concrete materials
  • Structural Engineering and Vibration Analysis
  • Microstructure and Mechanical Properties of Steels
  • Composite Structure Analysis and Optimization
  • Hydrogen embrittlement and corrosion behaviors in metals
  • Structural Health Monitoring Techniques
  • Structural Response to Dynamic Loads
  • Shape Memory Alloy Transformations
  • High Temperature Alloys and Creep
  • Corrosion Behavior and Inhibition

Hohai University
2021-2024

Tsinghua University
2023-2024

Imperial College London
2019-2020

Academia Sinica
1994

10.1016/j.jcsr.2019.105890 article EN Journal of Constructional Steel Research 2019-12-13

10.1016/j.conbuildmat.2024.136593 article EN Construction and Building Materials 2024-05-17

10.1016/j.tws.2019.106570 article EN Thin-Walled Structures 2020-01-07

10.1016/j.engstruct.2020.111320 article EN Engineering Structures 2020-11-01

Prestressed stayed columns are vulnerable to the stiffness loss in fire. This study aims reveal fire resistance and failure behavior of this system. Based on theoretical optimum prestress, prestressed is investigated using transient state analysis within ABAQUS version 6.14.4 with both uniform nonuniform temperature distributions considered. Results show that columns' approximate above 600°C, system usually fails stay slackening sometimes retension. If reflective symmetric buckling mode...

10.1061/jsendh.steng-12921 article EN Journal of Structural Engineering 2024-03-01

With the growing use of stainless steel in construction and offshore industries, there is an increasing interest need to study performance structures at elevated temperatures. The behavior design I-section beam-columns fire investigated this paper, addressing a scarcity previous research on topic. Finite element (FE) models beam-columns, able replicate their response temperatures, are created validated; validated then used perform parametric studies generate extensive benchmark structural...

10.1142/s0219455421500371 article EN International Journal of Structural Stability and Dynamics 2020-11-24

Both the geometric and material nonlinearities are significant in prestressed stainless steel stayed columns due to their highly slender configuration plasticity. The interactive buckling is investigated numerically with these two considered. Compared carbon dominated by elastic post-buckling behaviour, dual-nonlinearity interaction found for first time, this can reduce significance of buckling. Moreover, it clearly identified that there exist types representative phenomena especially cases...

10.2139/ssrn.4644273 preprint EN 2023-01-01
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