Zhaopeng Yang

ORCID: 0000-0003-0659-2337
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About
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Research Areas
  • Numerical methods in engineering
  • Structural Response to Dynamic Loads
  • Ultrasonics and Acoustic Wave Propagation
  • Fire effects on concrete materials
  • Crystallization and Solubility Studies
  • Fatigue and fracture mechanics
  • Adsorption and biosorption for pollutant removal
  • Concrete and Cement Materials Research
  • Surfactants and Colloidal Systems
  • Mechanical Behavior of Composites
  • Fire dynamics and safety research
  • Concrete Corrosion and Durability
  • Chemical and Physical Properties in Aqueous Solutions
  • Extraction and Separation Processes
  • Engineering and Material Science Research
  • Analytical chemistry methods development
  • Innovative concrete reinforcement materials

University of Science and Technology Beijing
2020-2022

Sichuan University
2012-2013

10.1016/s1003-6326(13)62494-2 article EN Transactions of Nonferrous Metals Society of China 2013-02-01

The tunnel is one of the most important components in modern underground engineering. Due to long and narrow shape constraints, it very easily results large-scale fire explosion when deflagration caused by accidents vehicles that transport dangerous goods tunnel. Previously, studies on damage lining high-temperature impacts these kinds disasters were often limited a discussion only influencing factor, either or explosion, but they rarely considered two factors simultaneously. In this work,...

10.3390/buildings12091410 article EN cc-by Buildings 2022-09-08

This paper presents studies that focus on fire and explosion‐induced damage of tunnel structures by employing the Discrete Element Method (DEM). By assuming a two‐dimensional aggregate distribution reconstructing digital representation experimental concrete blocks, numerical model lining was established in PFC 2D program. The temperature shock wave pressure at surface were obtained using Fluent LS‐Dyna separately; final simulation section under different conditions carried out . results...

10.1155/2021/8124972 article EN cc-by Advances in Civil Engineering 2021-01-01

A new method for increasing the interface resistance between geopolymer coating and concrete lining structure without applying organic binder was suggested in this study. Parallel grooves with different depths orientations were milled on top surface of block, well-blended mixture (Na-PSS type geopolymer: Sodium poly-sialate-siloxo) coated upon grooved interface. The wedge splitting (WS) experiments conducted to compare adhesion capacity specimens groove width/depth ratios orientations....

10.1155/2020/2507062 article EN Mathematical Problems in Engineering 2020-11-17
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