A5101419256- Fire effects on concrete materials
- Structural Response to Dynamic Loads
- Structural Behavior of Reinforced Concrete
- Fire dynamics and safety research
- Structural Load-Bearing Analysis
- Solar and Space Plasma Dynamics
- Ionosphere and magnetosphere dynamics
- Advanced ceramic materials synthesis
- Advanced Numerical Methods in Computational Mathematics
- High Temperature Alloys and Creep
- Concrete Corrosion and Durability
- High-Temperature Coating Behaviors
- Advanced materials and composites
- Computational Fluid Dynamics and Aerodynamics
- Vibration and Dynamic Analysis
- Geotechnical Engineering and Underground Structures
- High-Velocity Impact and Material Behavior
- Seismic Performance and Analysis
- Intermetallics and Advanced Alloy Properties
- Civil and Geotechnical Engineering Research
- Membrane Separation Technologies
- Membrane Separation and Gas Transport
- Distributed and Parallel Computing Systems
- Membrane-based Ion Separation Techniques
- Electromagnetic Scattering and Analysis
National Space Science Center
2005-2024
Brunel University of London
2015-2024
Chinese Academy of Sciences
2002-2024
Beijing Institute of Aeronautical Materials
2009-2024
Xi'an University of Architecture and Technology
2020-2022
Chongqing University of Science and Technology
2015
China University of Geosciences (Beijing)
2009-2013
University of Sheffield
2002-2011
BuroHappold (United Kingdom)
2010
Applied Science Private University
2009
Abstract Monitoring and investigation of the solar‐terrestrial space environment is a huge challenge for humans in age. To this end, China has established Ground‐based Space Environment Network, namely Chinese Meridian Project (CMP). The project comprises three major systems: System, Data Communication Scientific Application System. System adopts well‐designed monitoring architecture, known as “One Chain, Three Networks, Four Focuses,” to achieve stereoscopic comprehensive entire space....
A nonlinear layered finite element procedure for predicting the structural response of reinforced concrete slabs subjected to fire is described. The proposed based on Mindlin/Reissner (thick plate) theory, and both geometric material nonlinearities are taken into account. complications behavior in conditions, such as thermal expansion, cracking or crushing, change properties with temperature modeled. In this study a total Lagrangian approach adopted throughout, which displacements referred...
A companion paper has documented a geometrically nonlinear layered procedure for modeling of the membrane actions in concrete slabs subject to very high deflections and fire. The model is based on developed previously by writers which only material nonlinearities were taken into account. In this two solid reinforced with simply supported edges, tested other at ambient temperature under uniform loading, are modeled. This followed simulation full-scale fire test slab floor. Finally detailed...
First Name is required invalid characters Last Email Address Invalid
In this paper a robust nonlinear finite-element procedure is developed for three-dimensional modeling of reinforced concrete beam-column structures in fire conditions. Because the changes material properties and large deflections experienced fire, both geometric nonlinearities are taken into account formulation. The cross section beam column divided matrix segments each segment may have different material, temperature, mechanical properties. more complicated aspects structural behavior...
A robust finite element procedure for modelling the localised fracture of reinforced concrete beams at elevated temperatures is developed. In this model a beam represented as an assembly 4-node quadrilateral plain concrete, 3-node main reinforcing steel bar, and 2-node bond-link elements. The subdivided into layers considering temperature distribution over cross-section beam. An extended method (XFEM) has been incorporated elements in order to capture cracks within concrete. validated...