A5031125375- Structural Behavior of Reinforced Concrete
- Innovative concrete reinforcement materials
- Structural Load-Bearing Analysis
- Concrete Corrosion and Durability
- Structural Response to Dynamic Loads
- Seismic Performance and Analysis
- Rock Mechanics and Modeling
- Mechanical Engineering and Vibrations Research
- Structural Health Monitoring Techniques
- Structural Engineering and Vibration Analysis
- Masonry and Concrete Structural Analysis
- Digital Filter Design and Implementation
- Fire effects on concrete materials
- Infrastructure Maintenance and Monitoring
- Geotechnical Engineering and Soil Mechanics
- Numerical Methods and Algorithms
- Geotechnical Engineering and Underground Structures
- Natural Fiber Reinforced Composites
- Engineering Structural Analysis Methods
- Innovations in Concrete and Construction Materials
- High-Velocity Impact and Material Behavior
- Structural Analysis and Optimization
- Concrete and Cement Materials Research
- Concrete Properties and Behavior
- Advanced ceramic materials synthesis
Indian Institute of Technology Hyderabad
2016-2025
Siksha O Anusandhan University
2024
Swinburne University of Technology
2022
Missouri University of Science and Technology
1987-2018
Anna University, Chennai
2015-2018
Birla Institute of Technology and Science, Pilani
2018
Indian Institute of Technology Madras
1981-2007
Fire ranks high among the potential risks faced by most buildings and structures. A full understanding of temperature effects on fiber reinforced concrete is still lacking. This investigation focuses study residual compressive strength, stress strain behavior surface cracking structural polypropylene fiber-reinforced subjected to temperatures up 300 °C. total 48 cubes was cast with different dosages tested under compression after exposing temperatures. Concrete varying macro (structural)...
Abstract Improvement in fracture behaviour of fibre-reinforced concrete (FRC) due to the inclusion various types and combinations fibres is widely reported. The FRC needs be fully understood for optimum use these structural elements. Fracture behaviours synthetic (SynFRC), hybrid (HFRC) steel (SFRC) are investigated this study using digital image correlation (DIC) technique. This work focuses on improvement performance through a comprehensive change crack length, opening process zone (FPZ)...
Design of reinforced concrete (RC) bridge members with fiber-reinforced polymer (FRP) bars as internal reinforcement are usually governed by their serviceability parameters, such crack width and deflection. This study investigates the effect structural fibers on shear behavior RC beams glass (GFRP) rebar longitudinal reinforcement. The objective this is to understand efficiency macrosynthetic polyolefin (PO) a hybrid combination steel PO in improving GFRP-reinforced beams. In total, 13...
Abstract Strengthening of reinforced concrete (RC) members in bridges and buildings is often required to improve flexural performance. using fiber‐reinforced polymer (FRP) composites has become popular as FRPs offer multiple advantages compared with conventional strengthening practices like steel jacketing enlargement. External bonding (EB) carbon FRP (CFRP) laminates/fabric a common practice. The effectiveness the EB strengthened system reduced due possible debonding from substrate....
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