A5051201871- Structural Behavior of Reinforced Concrete
- Innovative concrete reinforcement materials
- Railway Engineering and Dynamics
- X-ray Diffraction in Crystallography
- Concrete Corrosion and Durability
- Crystallization and Solubility Studies
- Structural Engineering and Vibration Analysis
- Concrete and Cement Materials Research
- Metal and Thin Film Mechanics
- Structural Health Monitoring Techniques
- Structural Response to Dynamic Loads
- MXene and MAX Phase Materials
- Laser and Thermal Forming Techniques
- Geotechnical Engineering and Underground Structures
- Magnesium Alloys: Properties and Applications
- Mechanical and Thermal Properties Analysis
- Advanced ceramic materials synthesis
- Nanoparticle-Based Drug Delivery
- Metallic Glasses and Amorphous Alloys
- Aluminum Alloys Composites Properties
- Advanced Surface Polishing Techniques
- Structural Load-Bearing Analysis
- Metal Forming Simulation Techniques
- Civil and Geotechnical Engineering Research
- Railway Systems and Materials Science
Hebei University of Science and Technology
2024
Yangzhou Polytechnic Institute
2014-2022
Wuhan University of Technology
2012-2017
Hunan University
2013
Owing to its enhanced strength, ductility, and resistance harsh environments, increasing research attention has been paid alkali-resistant glass fiber reinforced concrete (ARGFRC). This paper presents experimental studies concerning the effects of content on mechanical properties microstructural characteristics ARGFRC. The amount was considered at levels 0.0, 0.3, 0.5, 0.8, 1.0, 1.3, 1.5% volume. compression, flexural, impact resistance, scanning electron microscopy, energy dispersive...
An experimental and analytical investigation of the fracture performance glass fiber-reinforced polymer (GFRP) bars embedded in concrete beams with cracks is presented. Beams were conditioned sustained flexural loads outdoor, 60°C-alkaline solution, tap water environments for up to 9 months, after which they subjected eccentric three-point flexure tests evaluate microscopic analyze changes structures through scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR),...
The computational and simulation analysis of pull-out fiber reinforced concrete was investigated. finite element used to make this modeling on system three parts (concrete matrix, the placed reinforcement polymers (FRP), resin layer) were studied. A constant load directly applied free end FRP deformation, von Mises stress, displacement, strain these analyzed obtained. Meanwhile, specimen bonding strength calculated by method ABAQUS. results showed that, with load, appeared in parts, maximum...
Experiment on the constitutive model of fiber reinforced concrete with volume fraction alkali-resistant glass of, respectively, 0.0%, 0.5%, 1.0%, and 1.5% was conducted, relation tension stress-strain full curve GFRC shaft obtained; GFRP is obtained by experiment, secant modulus fitting univariate cubic equation. The finite element numerical simulation beam carried out, load deflection nephogram beam, strain nephogram, crack stress were obtained. When content bearing capacity beams best, it...
This paper presents a new vibration isolation module which is set somewhere out of pier footings footbridges. The effect the was analysed by means experiment and FEM analysis. attenuation decibels strength were measured researched under various working conditions. Making use finite element program, simulated calculated. That calculated results in good agreement with ones indicated reliability numerical model. simulation suggest that reduction effects are satisfactory. can provide reference for
The simulation analysis of the cantilever construction process was carried out with structure software. This paper provides an overview geometric control and overall computation according to actual criterion, taking into account effect temperature, concrete shrinkage creep, pre-stressed tension so on. elevation monitoring by comparing calculated values testing data. line shape are good perfect technology closure section, enhance quality ensure smooth entire rationality main beam internal force.
This paper proposes a new isolation module, which is composed of double-layer tubular structures and the middle filling material. The hoop vibration module set somewhere out pier footings footbridge, presents some advantages such as good reliability, convenient construction, limited occupation areas, little damage to environment low cost. energy wave confined at most degree outside bridge pier, reduces beams piers footbridge. present work gives an account experimental investigation on...
With the optimization of preform structure, 80μm cladding diameter PMF tensile strength and attenuation could be promoted, test value reach 23.62 with <0.35dB/km @1550nm.