A5065522968- Structural Health Monitoring Techniques
- Concrete Corrosion and Durability
- Infrastructure Maintenance and Monitoring
- Corrosion Behavior and Inhibition
- Probabilistic and Robust Engineering Design
- Ultrasonics and Acoustic Wave Propagation
- Railway Engineering and Dynamics
- Geotechnical Engineering and Underground Structures
- Fatigue and fracture mechanics
- Mechanical stress and fatigue analysis
- Structural Engineering and Vibration Analysis
- Structural Integrity and Reliability Analysis
- Structural Load-Bearing Analysis
- Geothermal Energy Systems and Applications
- Hydraulic Fracturing and Reservoir Analysis
- Forest Insect Ecology and Management
- Non-Destructive Testing Techniques
- Structural Behavior of Reinforced Concrete
- Water Systems and Optimization
- Seismic Performance and Analysis
- Machine Fault Diagnosis Techniques
- Numerical methods in engineering
- Reliability and Maintenance Optimization
- Geotechnical Engineering and Soil Mechanics
- Geophysical Methods and Applications
East China Jiaotong University
2018-2025
China University of Petroleum, Beijing
2024
Central South University
2022-2023
University of Greenwich
2010-2022
Guangdong University of Petrochemical Technology
2022
Jiangnan University
2021
Nanchang Hangkong University
2021
Ministry of Forests
2011-2017
China XD Group (China)
2014
Tongji University
2011-2014
A novel procedure for damage identification of framed structures is proposed, where both the location and extent structural in can be correctly determined using only a limited number measured natural frequencies. No knowledge modal shapes damaged structure required. On basis characteristic equations original structure, set generated. Two computational techniques, direct iteration (DI) technique Gauss–Newton least-squares (GNLS) technique, are utilized to determine from derived equations....
In this paper, the mechanical response of incompressible particle-reinforced neo-Hookean composites (IPRNC) under general finite deformations is investigated numerically. Three-dimensional Representative Volume Element (RVE) models containing 27 non-overlapping identical randomly distributed spheres are created to represent consisting elastomeric embedded within another matrix. Four types deformation (i.e., uniaxial tension, compression, simple shear and biaxial deformation) simulated using...
Abstract The predictive performance of probabilistic pavement condition deterioration is critical for effective maintenance and rehabilitation decisions. Currently, numerous improved models exist, but few rely on to improve prediction. Therefore, this study proposed an model prediction based the coupling Bayesian neural network (BNN) cuckoo search (CS) algorithm. evaluated against two metrics: determination coefficient (R 2 ) standard deviation (stability). Finally, data from management...
Methods for estimating structural reliability using probability ideas are well established. When the residual ultimate strength of a buried pipeline is exceeded limit, breakage becomes imminent and overall pipe distribution network reduced. This paper concerned with failure underground flexible pipes due to corrosion induced excessive deflection, buckling, wall thrust bending stress subject externally applied loading. With changes thickness corrosion, moment inertia cross-sectional area...
Bond strength deterioration in corrosion-damaged reinforced concrete structures significantly affects serviceability and load-carrying capacity their remaining service life. This paper presents a new analytical model for predicting the cracking development surrounding residual bond of rebar due to reinforcement corrosion. The proposed method adopts thick-walled cylinder cover considers realistic properties corrosion-induced cracked such as anisotropic behavior, tensile strength, reduced...