Mengcheng Chen

ORCID: 0000-0003-2843-4313
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About
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Research Areas
  • Numerical methods in engineering
  • Fatigue and fracture mechanics
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Concrete Corrosion and Durability
  • Innovative concrete reinforcement materials
  • Geotechnical Engineering and Underground Structures
  • Composite Material Mechanics
  • Ultrasonics and Acoustic Wave Propagation
  • Recycled Aggregate Concrete Performance
  • Mechanical stress and fatigue analysis
  • Concrete and Cement Materials Research
  • Composite Structure Analysis and Optimization
  • BIM and Construction Integration
  • Corrosion Behavior and Inhibition
  • Vibration and Dynamic Analysis
  • Innovations in Concrete and Construction Materials
  • Infrastructure Maintenance and Monitoring
  • Mechanical Behavior of Composites
  • Fire effects on concrete materials
  • Structural Engineering and Vibration Analysis
  • 3D Surveying and Cultural Heritage
  • Rock Mechanics and Modeling
  • Structural Response to Dynamic Loads
  • Magnesium Oxide Properties and Applications

East China Jiaotong University
2014-2024

National Yang Ming Chiao Tung University
2023-2024

Northeast Forestry University
2023

Kyushu Institute of Technology
2001-2011

Fuzhou University
2011

National Taiwan University
2011

Shanghai Jiao Tong University
1997-1998

Bridges are critical infrastructure, and effective operation maintenance (O&M) is essential for ensuring the good condition of bridges. Owing to increasing complexity modern bridges availability information technologies (e.g. sensors, laser scanners, ultrasonic radar) collection massive data, bridge O&M decision-making gradually shift toward a data-driven manner. However, both industry academia still do not have common understanding latest progress, challenges, trends decision-making. Thus,...

10.1080/15732479.2020.1833946 article EN Structure and Infrastructure Engineering 2020-11-09

Abstract For low-carbon sustainability, recycled rubber particles (RPs) and aggregate (RA) could be used to make rubber-modified concrete (RRAC). The characteristics (compressive strength peak strain) of RRAC with various amounts RA RPs after heating at temperatures were studied in this work. results show that high significantly decreased the uniaxial compressive (UCS), whereas addition ( e.g. , 50%) 5%) can mitigate negative effect caused by temperatures. strain also improved increasing...

10.1515/rams-2023-0347 article EN cc-by REVIEWS ON ADVANCED MATERIALS SCIENCE 2023-01-01

Surface and interface engineering, especially the creation of abundant Cu0/Cu+ interfaces nanograin boundaries, is known to facilitate C2+ production during electrochemical CO2 reductions over copper-based catalysts. However, precisely controlling favorable boundaries with surface structures (e.g., Cu(100) facets Cu[n(100)×(110)] step sites) simultaneously stabilizing challenging, since Cu+ species are highly susceptible be reduced into bulk metallic Cu at high current densities. Thus, an...

10.1021/acsnano.3c04951 article EN ACS Nano 2023-06-20

The integration of building information modeling (BIM) and geographic system (GIS) is attracting more attention than ever due to its potential benefits for both the architecture, engineering, construction (AEC) domain geospatial industry. main challenge in BIM GIS integrated application comes from fundamental data conversion, especially geometric information. use different paradigms represent objects. dataset takes, example, Industry Foundation Classes (IFC) that solid models, such as...

10.3390/app10062009 article EN cc-by Applied Sciences 2020-03-15

10.1016/j.engfailanal.2012.08.007 article EN Engineering Failure Analysis 2012-09-21

The glass fiber-reinforced polymer (GFRP) rebar reinforced cemented soil is widely employed to solve the weak foundation problem led by sludge particularly. robustness of this structure highly dependent on interface bond strength between GFRP tendon and soils. However, its application obstructed owing deficient studies influence factors. Therefore, study investigates effects water content (Cw: 50%–90%), cement proportion (Cc: 6%–30%), curing period (Tc: 28–90 days) peak residual strengths...

10.1016/j.jmrt.2022.02.076 article EN cc-by Journal of Materials Research and Technology 2022-02-26

As China’s infrastructure grows rapidly, the use of concrete-filled steel tubular structures for engineering applications is attracting increasing interest owing to their high section modulus, strength and good seismic performance. However, members with large width-to-thickness ratio, tubes are prone outward buckling when they subjected axial compression. Welding longitudinal stiffeners on one most efficient approaches delaying local thus improving mechanical performance such type members....

10.1177/1369433218819584 article EN Advances in Structural Engineering 2019-02-08

Pavement markings constitute an effective way of conveying regulations and guidance to drivers. They the most fundamental communicate with road users, thus, greatly contributing ensuring safety order on roads. However, due increasingly extensive traffic demand, pavement are subject a series deterioration issues (e.g., wear tear). Markings in poor condition typically manifest as being blurred or even missing certain places. The need for proper maintenance strategies roadway markings, such...

10.3390/app11073152 article EN cc-by Applied Sciences 2021-04-01
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