Liu Jin

ORCID: 0009-0009-3001-3789
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About
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Research Areas
  • Structural Behavior of Reinforced Concrete
  • Structural Response to Dynamic Loads
  • Concrete Corrosion and Durability
  • Innovative concrete reinforcement materials
  • Fire effects on concrete materials
  • Rock Mechanics and Modeling
  • High-Velocity Impact and Material Behavior
  • Structural Load-Bearing Analysis
  • Concrete and Cement Materials Research
  • Seismic Performance and Analysis
  • Concrete Properties and Behavior
  • Corrosion Behavior and Inhibition
  • Numerical methods in engineering
  • Geotechnical Engineering and Underground Structures
  • Geomechanics and Mining Engineering
  • X-ray Diffraction in Crystallography
  • Crystallization and Solubility Studies
  • Infrastructure Maintenance and Monitoring
  • Civil and Geotechnical Engineering Research
  • Structural Engineering and Vibration Analysis
  • Soil, Finite Element Methods
  • Gear and Bearing Dynamics Analysis
  • Geotechnical Engineering and Analysis
  • Tribology and Lubrication Engineering
  • Advanced machining processes and optimization

Beijing University of Technology
2015-2024

Xiamen University of Technology
2024

Tsinghua University
2014-2023

University Town of Shenzhen
2023

Wuhan Ship Development & Design Institute
2021

Hubei Polytechnic University
2020

Carrier (United States)
2020

Beijing University of Civil Engineering and Architecture
2017

Guangzhou Academy of Special Equipment Inspection and Testing
2016

Beihang University
2015

10.1016/j.ijimpeng.2013.12.005 article EN International Journal of Impact Engineering 2013-12-22

10.1016/j.finel.2014.03.002 article EN Finite Elements in Analysis and Design 2014-04-12

10.1016/j.engfracmech.2019.01.035 article EN publisher-specific-oa Engineering Fracture Mechanics 2019-02-02

10.1016/j.ijimpeng.2019.103318 article EN International Journal of Impact Engineering 2019-06-11

Based on the meso-mechanical analysis model of concrete material, a meso-scale numerical approach is developed for simulation failure behavior and nonlinear mechanical properties reinforced members. The present approach, i.e. so-called meso-element equivalent method, capable capturing important characteristic heterogeneity. Two columns different sizes subjected to uniaxial compression simulated using both macro-scale homogeneous heterogeneous illustrate rationality approach. In simulations,...

10.1177/1056789512468915 article EN International Journal of Damage Mechanics 2012-12-12

There is a need for unified strength criterion, which variable suitable describing the different properties of types geomaterials. have been efforts to develop criteria; however, they are usually based on mechanistic approach with adjustable failure planes and complex expressions. This study presents an alternative developing simple theory by characteristic stress. The stress unique certain geomaterial. frictional rule used explain mechanism geomaterials, defining shear as proportion...

10.1061/(asce)gm.1943-5622.0000729 article EN International Journal of Geomechanics 2016-06-30

10.1016/j.conbuildmat.2016.10.044 article EN Construction and Building Materials 2016-10-12

10.1016/j.cemconres.2012.09.012 article EN Cement and Concrete Research 2012-11-06
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