A5005106199- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Fire effects on concrete materials
- Structural Response to Dynamic Loads
- Innovative concrete reinforcement materials
- Methane Hydrates and Related Phenomena
- Concrete and Cement Materials Research
- Heat Transfer and Boiling Studies
- Structural Engineering and Vibration Analysis
- Spacecraft and Cryogenic Technologies
- Fluid Dynamics and Heat Transfer
- Atmospheric and Environmental Gas Dynamics
- Remote Sensing and LiDAR Applications
- Recycled Aggregate Concrete Performance
- High-Velocity Impact and Material Behavior
- nanoparticles nucleation surface interactions
- Lattice Boltzmann Simulation Studies
- Plasma Applications and Diagnostics
- Carbon Dioxide Capture Technologies
- Innovations in Concrete and Construction Materials
- Cellular and Composite Structures
- Engineering and Material Science Research
- Covalent Organic Framework Applications
- Plant Ecology and Soil Science
- CO2 Sequestration and Geologic Interactions
Xi'an Jiaotong University
2024
Beijing University of Technology
2017-2024
Zhengzhou University of Light Industry
2023-2024
Luoyang Institute of Science and Technology
2022-2024
Guilin University of Technology
2024
Beijing University of Civil Engineering and Architecture
2018-2022
Guilin University of Aerospace Technology
2020
Western Sydney University
2013-2017
Tsinghua University
2009-2014
Dalian University of Technology
2007-2010
As a new composite material by adding ceramsite into foam concrete, lightweight aggregate concrete (LWAFC), mainly composed of cement, water, performed foam, and ceramsite, exhibits excellent compressive performance. To facilitate its application in structure protection where energy absorption is concerned, the responses were investigated experimentally numerically with meso-scale model. First, compression test (loading rate 5 mm/min) on cubic LWAFC specimens side length 100 mm was...
Performance of steel reinforced concrete (SRC) columns under fire is investigated in this paper. A three-dimensional finite-element analysis (FEA) modeling developed for sequentially coupled heat transfer and structural analysis, which the classical creep strain transient together with thermal are included explicitly by subroutines. Four SRC H-shaped cross-shaped experimentally investigated, test results adopted to verify FEA modeling. The then used construct model a typical full-scale...
Extensive studies have been conducted into the bond behavior in concrete-filled steel tubes (CFST) at ambient temperature. However, of CFST columns subjected to fire is still unclear. A total 24 push-out tests were investigate strength elevated temperatures, 12 reference specimens temperature, and 16 postfire also tested for comparison. The main test parameters explored this program include: type (carbon stainless steels), concrete (normal expansive concretes), cross-section (circular square...
This paper studies the postfire performance of steel-reinforced concrete (SRC) columns subjected to an entire loading and fire phase, including ambient temperature loading, heating cooling with constant external loads, loading. A sequentially coupled thermal-stress analysis module was employed in a finite-element (FEA) program establish field structural-analysis models SRC phase. To improve precision FEA model, influence fire-induced explosive spalling (CES) considered by using element...