A5021250385- Structural Behavior of Reinforced Concrete
- Structural Response to Dynamic Loads
- Fiber-reinforced polymer composites
- Titanium Alloys Microstructure and Properties
- Advanced Fiber Optic Sensors
- Innovative concrete reinforcement materials
- High-Velocity Impact and Material Behavior
- Intermetallics and Advanced Alloy Properties
- Scientific and Engineering Research Topics
- Conducting polymers and applications
- Advanced Battery Materials and Technologies
- Gas Sensing Nanomaterials and Sensors
- Advancements in Battery Materials
Institute of Materials Research of the Slovak Academy of Sciences
2025
Shandong First Medical University
2024
China Railway Group (China)
2013
Shenyang Jianzhu University
2013
Massachusetts Institute of Technology
1992
The poly(vinylidene fluoride) (PVDF) binder has been successfully employed in lithium‐ion batteries (LIBs), but it unexpectedly exhibits detrimental effects on the anode performance potassium‐ion (PIBs). PVDF‐based graphite electrode shows a low Coulombic efficiency and even fails to maintain integrity after several cycles 0.8 M KPF6 ethylene carbonate/diethyl carbonate electrolyte. In this study, we unveil that dehydrofluorination reaction of PVDF initiated by potassium ethoxide may be key...
As for the study on strain performance of tensile reinforcement under fatigue loads with amplitude certain values, two groups reinforced concrete slab bridge specimen were made. The test was carried out one group specimen, and corresponding static load another experimental bottom mid span slabs. results shown that, at a amplitude, tend to be stable increase number cycle, value showed linear relationship applied. When increased, change rule applied approximately linear, but increased more...
In order to verify the application effect of fiber grating strain gauge in concrete hydration heat measurement, relevant experimental researches were carried out. First, according formulas condensation hardening adiabatic temperature rising, regulation changes process was calculated. Then observation results by analyzed, and variation observed summarized, verified sensors embedded corresponding positions. The study shown that, measured data can reflect change rule well. Therefore, it...
As for the study on development regularity of slab concrete cracks under fatigue loads with amplitude certain values, two groups reinforced bridge specimen were made. The test was carried out one group specimen, and corresponding static load another experimental at bottom out. results shown that, a amplitude, trend caused by loading slabs changed more loads. reasons changes analyzed. has vital significance further research bridges action