Phuc L.H. Ho

ORCID: 0000-0002-5794-805X
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About
Contact & Profiles
Research Areas
  • Numerical methods in engineering
  • Probabilistic and Robust Engineering Design
  • Composite Material Mechanics
  • Fatigue and fracture mechanics
  • Metal Forming Simulation Techniques
  • Composite Structure Analysis and Optimization
  • Structural Behavior of Reinforced Concrete
  • High Temperature Alloys and Creep
  • Structural Load-Bearing Analysis
  • Fluid Dynamics Simulations and Interactions
  • Geotechnical Engineering and Underground Structures
  • High-Velocity Impact and Material Behavior
  • Structural Response to Dynamic Loads
  • Mechanical Behavior of Composites
  • Mechanical stress and fatigue analysis
  • Geotechnical Engineering and Analysis
  • Hydraulic flow and structures
  • Geotechnical Engineering and Soil Stabilization
  • Metallurgy and Material Forming
  • Advanced Mathematical Modeling in Engineering
  • Advanced Numerical Methods in Computational Mathematics
  • Engineering Structural Analysis Methods
  • Topology Optimization in Engineering
  • Rheology and Fluid Dynamics Studies
  • Advanced Numerical Analysis Techniques

Dong-A University
2023-2025

Ho Chi Minh City International University
2019-2023

Vietnam National University Ho Chi Minh City
2019-2023

Ho Chi Minh City University of Technology and Education
2014-2020

International University
2020

Institute for Computational Science and Technology
2016-2017

Institute of Mathematics
2012

Among people living with HIV (PLHIV) on antiretroviral therapy (ART), it is important to determine how quality of life (QOL) may be improved and HIV-related stigma can lessened over time. This study assessed the effect peer support QOL internal during first year after initiating ART among a cohort PLHIV in north-eastern Vietnam. A sub-sample randomised controlled trial was implemented between October 2008 November 2010 Quang Ninh, In intervention group, participants (n = 119) received...

10.1186/1477-7525-10-53 article EN cc-by Health and Quality of Life Outcomes 2012-01-01

This paper presents a novel equilibrium formulation, that uses the cell-based smoothed method and conic programming, for limit shakedown analysis of structures. The virtual strains are computed using straining smoothing technique based on elements discretized mesh. Fictitious elastic stresses also determined within framework finite element (CS-FEM)-based Galerkin procedure, equations residual satisfied in an average sense at every cell. All constrains imposed only one point domains, instead...

10.1142/s0219876218400133 article EN International Journal of Computational Methods 2017-09-27

This study proposes a pseudo-lower bound method for direct limit analysis of two-dimensional structures and safety evaluation based on isogeometric integrated through Bézier extraction. The key idea in this approach is that the stress field separated into two parts: fictitious elastic residual, then equilibrium conditions are recast by weak form. Being different from displacement which employs kinematic formulation, approximations satisfy automatically volumetric locking phenomena. Dealing...

10.1142/s1758825123500710 article EN International Journal of Applied Mechanics 2023-06-10

10.1016/j.tafmec.2023.104203 article EN Theoretical and Applied Fracture Mechanics 2023-11-29

This paper presents a numerical procedure for lower bound limit analysis of plane problems governed by von Mises yield criterion. The stress fields are calculated based on the Airy function which is approximated using moving least squares technique. With use Airy-based equilibrium mesh-free method, equations ensured to be automatically satisfied priori, and size resulting optimization problem reduced significantly. Various strain with arbitrary geometries boundary conditions examined...

10.15625/0866-7136/38/3/5961 article EN Vietnam Journal of Mechanics 2016-09-25

10.1007/s10999-024-09716-6 article EN International Journal of Mechanics and Materials in Design 2024-05-13

This study introduces a novel numerical procedure for conducting shakedown analysis on structures subjected to cyclic loads. The determination of safety load multipliers is achieved through the integration edgebased smoothed finite element method (ESFEM) and conic programming. By applying smoothing technique, all constraints are satisfied in an average manner within domains, as opposed at numerous Gauss points Finite Element Method (FEM). approach results reduction problem size number...

10.55579/jaec.202482.449 article EN cc-by Journal of Advanced Engineering and Computation 2024-06-29
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