Xian‐Fang Li

ORCID: 0000-0003-1117-9619
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Research Areas
  • Numerical methods in engineering
  • Composite Structure Analysis and Optimization
  • Nonlocal and gradient elasticity in micro/nano structures
  • Ultrasonics and Acoustic Wave Propagation
  • Thermoelastic and Magnetoelastic Phenomena
  • Fatigue and fracture mechanics
  • Composite Material Mechanics
  • Structural Load-Bearing Analysis
  • Vibration and Dynamic Analysis
  • Geotechnical Engineering and Underground Structures
  • Mechanical and Optical Resonators
  • Structural Analysis and Optimization
  • Quasicrystal Structures and Properties
  • Force Microscopy Techniques and Applications
  • Fractional Differential Equations Solutions
  • Acoustic Wave Phenomena Research
  • Carbon Nanotubes in Composites
  • Reservoir Engineering and Simulation Methods
  • Mechanical Behavior of Composites
  • Hydraulic Fracturing and Reservoir Analysis
  • Advanced MEMS and NEMS Technologies
  • Geological and Geochemical Analysis
  • earthquake and tectonic studies
  • Railway Engineering and Dynamics
  • Nanofluid Flow and Heat Transfer

China Academy of Safety Sciences and Technology
2025

Peking University
2010-2025

State Key Laboratory of Turbulence and Complex Systems
2025

Central South University
2015-2024

University of California, San Diego
2024

Chinese Academy of Sciences
2024

A. Alikhanyan National Laboratory
2024

Center for the Advancement of Natural Discoveries using Light Emission
2024

Chinese Academy of Geological Sciences
2017-2023

Jinan University
2023

We analyze the performance of a piezoelectric bimorph in flexural mode for scavenging ambient vibration energy and evaluate dependence upon physical geometrical parameters model bimorph. The analytical solution motion shows that output power density increases initially, reaches maximum, then decreases monotonically with increasing load impedance, which is normalized by parameter simple combination structure, bimorph, frequency vibration, underscoring importance circuit to have impedance...

10.1088/0964-1726/14/4/036 article EN Smart Materials and Structures 2005-07-14

10.1016/j.ijnonlinmec.2009.02.016 article EN International Journal of Non-Linear Mechanics 2009-03-06

In this paper, we present a novel analytic approach to solve the buckling instability of Euler-Bernoulli columns with arbitrarily axial nonhomogeneity and/or varying cross section. For various including pinned-pinned columns, clamped and cantilevered governing differential equation for flexural rigidity is reduced Fredholm integral equation. Critical load can be exactly determined by requiring that resulting has nontrivial solution. The effectiveness method confirmed comparing our results...

10.1061/(asce)em.1943-7889.0000206 article EN Journal of Engineering Mechanics 2010-07-29

Abstract To compare spectacle lenses with highly aspherical lenslets (HAL) versus defocus incorporated multiple segments (DIMS) on myopia progression control in 1 year. This retrospective cohort study involved data from children prescribed HAL or DIMS Guangzhou Aier Eye Hospital, China. address the discrepancy that some followed up at less than more year, standardized 1-year spherical equivalent refraction (SER) and axial length (AL) changes baseline were calculated. The mean differences...

10.1038/s41598-023-30157-2 article EN cc-by Scientific Reports 2023-02-21

Abstract: Biological characteristics of western flower thrips, Frankliniella occidentalis (Pergande) (Thysan., Thripae), were investigated on excised leaves five vegetables: cabbage ( Brassica oleracea L. var. Jingfeng 1), cucumber Cucumis sativus Zhongnong 8), capsicum Capsicum annuum Zhongjiao 5), kidney bean Phaseolus vulgaris Gonggeizhe) and tomato Lycopersicon esculentum M. zhongza 9). The developmental time from egg to adult the cucumber, cabbage, bean, leaf was 9.22 ± 0.13, 10.19...

10.1111/j.1439-0418.2007.01186.x article EN Journal of Applied Entomology 2007-06-01

10.1016/j.ijpvp.2010.03.024 article EN International Journal of Pressure Vessels and Piping 2010-04-12

This letter presents a theoretical treatment of Timoshenko [S. Timoshenko, Philos. Mag. 41, 744 (1921)] beams, in which the influences shear deformation, rotary inertia, and scale coefficient are taken into account. Based on nonlocal elasticity theory, coupled equations for transverse deflection rotation cross section derived. Free vibration several typical beams is analyzed. Explicit expressions modal shapes presented. Natural frequencies evaluated free simply supported clamped cantilever...

10.1063/1.3094130 article EN Applied Physics Letters 2009-03-09

10.1016/j.ijmecsci.2009.12.008 article EN International Journal of Mechanical Sciences 2010-01-05

10.1016/j.physe.2012.01.005 article EN Physica E Low-dimensional Systems and Nanostructures 2012-01-20

10.1016/j.ijmecsci.2019.05.029 article EN International Journal of Mechanical Sciences 2019-05-21
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