Mansheng Dong

ORCID: 0000-0002-3486-1365
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About
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Research Areas
  • Asphalt Pavement Performance Evaluation
  • Infrastructure Maintenance and Monitoring
  • Wave and Wind Energy Systems
  • Geotechnical Engineering and Underground Structures
  • Numerical methods in engineering
  • Composite Material Mechanics
  • Fire dynamics and safety research
  • Vibration and Dynamic Analysis
  • Aluminum Alloys Composites Properties
  • Fluid Dynamics and Vibration Analysis
  • Fire effects on ecosystems
  • Underwater Vehicles and Communication Systems
  • Coastal and Marine Dynamics
  • Fatigue and fracture mechanics
  • Mechanical Behavior of Composites
  • Evacuation and Crowd Dynamics
  • Metal Forming Simulation Techniques
  • Combustion and flame dynamics
  • Fire effects on concrete materials
  • Rock Mechanics and Modeling
  • Transport Systems and Technology
  • Plasma and Flow Control in Aerodynamics
  • Epoxy Resin Curing Processes
  • Aerospace Engineering and Energy Systems
  • Surface Roughness and Optical Measurements

Hefei University of Technology
2010-2023

Merchants Chongqing Communications Research and Design Institute
2016-2018

Shanghai Ocean University
2010-2012

Shanghai Jiao Tong University
2010-2012

Institute of Mechanics
2007

Chinese Academy of Sciences
2007

University of Stuttgart
1996-1999

Eberspächer (Germany)
1999

Max Planck Society
1995-1996

Paderborn University
1992-1993

In this paper, the submerged floating tunnel(SFT) tube is simplified as an elastically supported beam with two springs and dampings at each end. The kinematic equation for SFT under a single moving load established to investigate problems. By using Galerkin method, mid-span section of can be solved, displacement gained by numerical simulation method. influence anchor stiffness, velocity on learned about analyzing results. present results indicate that stiffness plays significant role in...

10.1016/j.proeng.2016.11.577 article EN Procedia Engineering 2016-01-01

In order to investigate the mechanical behavior of asphalt–aggregate systems subjected direct shear loading and reveal failure mechanism, four groups tests were conducted on composite specimens under different experimental conditions with a self-manufactured test apparatus at 25 °C. Comparative studies evaluate effects stone surface treatment, asphalt film thickness rate specimens. Results showed that two kinds complete stress–displacement curves, including general single-peak curve...

10.1617/s11527-017-1080-0 article EN cc-by Materials and Structures 2017-08-31

This study focuses on stress–displacement curves and shear fracture energy of asphalt-aggregate systems subjected to direct loading for four different experimental conditions. The methodology measuring specimens is presented. Based comparison the data, this paper indicates that single-peak (SPCs) tend envelop double-peak (DPCs) values SPCs are much higher than those DPCs each condition. Using thermodynamic theory slip theory, interaction between adhesion cohesion within further analysed....

10.1080/10298436.2018.1459622 article EN International Journal of Pavement Engineering 2018-04-09

The operational improvement of cross-docking centres in the literature involves job scheduling, layout design and dock assignment. mentioned research is mainly concerned with makespan, number tardy jobs or travel distance. However, these measures may not fully represent main advantages operations. Little has been done to optimize major performance a centre, which substantiates technology. In this paper, inventory holding cost, transportation cost backorder penalty are aggregated into total...

10.1177/2041297510393623 article EN Proceedings of the Institution of Mechanical Engineers Part B Journal of Engineering Manufacture 2011-06-08
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