Xudong Qian

ORCID: 0000-0002-6183-256X
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About
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Research Areas
  • Fatigue and fracture mechanics
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Mechanical stress and fatigue analysis
  • Structural Integrity and Reliability Analysis
  • Non-Destructive Testing Techniques
  • Metal Forming Simulation Techniques
  • Fire effects on concrete materials
  • Concrete Corrosion and Durability
  • Structural Health Monitoring Techniques
  • Geotechnical Engineering and Underground Structures
  • Welding Techniques and Residual Stresses
  • High-Velocity Impact and Material Behavior
  • Numerical methods in engineering
  • Engineering Structural Analysis Methods
  • Advanced Welding Techniques Analysis
  • Arctic and Antarctic ice dynamics
  • Material Properties and Failure Mechanisms
  • Mechanical Failure Analysis and Simulation
  • Infrastructure Maintenance and Monitoring
  • Mechanical Behavior of Composites
  • Hydrogen embrittlement and corrosion behaviors in metals
  • Structural Analysis and Optimization
  • Innovative concrete reinforcement materials
  • Additive Manufacturing Materials and Processes

National University of Singapore
2015-2024

Institute of Zoology
2023-2024

Guangdong Academy of Sciences
2023-2024

Wuyi University
2024

Wuyi University
2023-2024

Ministry of the Environment and Water Resources
2023

Technology Centre for Offshore and Marine, Singapore
2023

Affiliated Hospital of Chengde Medical College
2022

Huazhong University of Science and Technology
2021

Chengde Medical University
2020

Abstract This paper presents a novel computer‐aided computational framework to determine the optimum shape parameters in welding heat source model using coupled supervised Gaussian process regression (GPR) and genetic algorithm (GA) approach estimating residual stresses. The experimental X‐ray diffraction (XRD) validates optimization‐improved thermal–mechanical simulation method. validation of proposed includes welded plates with simple geometry pipe‐to‐plate circular hollow section joints...

10.1111/mice.13136 article EN cc-by-nc Computer-Aided Civil and Infrastructure Engineering 2024-01-03

10.1016/j.tafmec.2025.104861 article EN cc-by-nc-nd Theoretical and Applied Fracture Mechanics 2025-02-01

10.1016/j.ijfatigue.2022.106992 article EN publisher-specific-oa International Journal of Fatigue 2022-05-10

10.1016/j.autcon.2024.105330 article EN Automation in Construction 2024-02-14

10.1016/j.jcsr.2024.108598 article EN Journal of Constructional Steel Research 2024-03-06

This article presents an enhanced particle swarm optimization (EPSO) algorithm for size and shape of truss structures. The proposed EPSO introduces a categorization mechanism into the (PSO) to eliminate unnecessary structural analyses during process improve computational efficiency PSO-based optimization. numerical investigation, including three benchmark problems, examines EPSO. results demonstrate that greatly reduces requirements approaches while maintaining original search capability...

10.1080/0305215x.2016.1273912 article EN Engineering Optimization 2017-01-17

10.1016/j.ijimpeng.2021.104129 article EN International Journal of Impact Engineering 2021-12-27

This paper introduces a novel digital twin solution for unlocking the elasto-plastic fatigue crack growth within an S550 steel under negative load ratios. The transforms solely strain data from strain-interfaced welded plate joint specimen to load–displacement curve compute cyclic J-integral values using η approach, eliminating need and displacement measurements. accurate computation of ΔJ effectively extends relationship derived standard fracture specimens. extended accurately predicts life...

10.1016/j.engfracmech.2024.110034 article EN cc-by-nc Engineering Fracture Mechanics 2024-03-24
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