A5100628070- Composite Structure Analysis and Optimization
- Structural Analysis and Optimization
- Structural Load-Bearing Analysis
- Nonlocal and gradient elasticity in micro/nano structures
- Vibration and Dynamic Analysis
- Mechanical Behavior of Composites
- Aeroelasticity and Vibration Control
- Numerical methods in engineering
- Composite Material Mechanics
- Structural Analysis of Composite Materials
- Topology Optimization in Engineering
- Railway Engineering and Dynamics
- Advanced ceramic materials synthesis
- Natural Fiber Reinforced Composites
- Structural Engineering and Vibration Analysis
- Health and Well-being Studies
- Material Properties and Applications
- Cellular and Composite Structures
- Structural Behavior of Reinforced Concrete
- Fatigue and fracture mechanics
- Advanced machining processes and optimization
- Advanced Materials and Mechanics
- Recycled Aggregate Concrete Performance
- Healthcare Education and Workforce Issues
- Structural Integrity and Reliability Analysis
Indian Institute of Technology BHU
2018-2025
Birla Institute of Technology and Science, Pilani
2018-2025
Banaras Hindu University
2018-2025
Malaviya National Institute of Technology Jaipur
2024
Raytheon Technologies (Italy)
2021
Hartford Financial Services (United States)
2017-2020
Jimma University
2017-2018
Indian Institute of Technology Kharagpur
2012-2017
Indian Institute of Technology Indore
2015
The present study illustrates the susceptibility of optimized-quality recycled concrete aggregate (RCA) to supplementary cementitious materials (SCMs), such as silica fume (SF), ground granulated blast slag (GGBS), and mechanically produced fine (M-Fine or MF), in concrete. According research, old interfacial transition zone (OITZ) characteristics may be controlled if RCA is developed a way reduce mortar adhesion optimally. It facilitate penetration binder particles, strengthening OITZ even...
This paper deals with the investigation of active constrained layer damping (ACLD) smart laminated continuous fuzzy fiber reinforced composite (FFRC) shells. The distinct constructional feature a novel FFRC is that uniformly spaced short carbon nanotubes (CNTs) are radially grown on circumferential surfaces reinforcements. constraining ACLD treatment considered to be made vertically/obliquely 1‐3 piezoelectric materials. A finite element (FE) model developed for shells integrated two patches...
This study outlines a method for identifying high-quality recycled concrete aggregate (RCA) obtained after mechanical treatment. In the present approach, physical and properties of RCA are considered as quality parameters. As first step, mechanically treated (Los Angeles) is produced with 28 combinations charges drum revolutions. Twenty-eight sets produced, each different properties. Furthermore, RCAs compared using performance-based optimization approach. The performance index set...
Bending characteristics of porous composite beams reinforced by carbon nanotubes (CNTs) under localized transverse loading is examined in the current study. Initially, single-walled (SW-CNTs) are utilized as nanofillers within a metal matrix to enhance beam’s mechanical properties. The effective properties beam assessed using Eshelby-Mori-Tanaka method. Next, porosity modeled being distributed layer-by-layer through thickness, either uniformly or non-uniform manner, with three distinct...
The urgent need for sustainable infrastructure development in India has prompted an exploration of innovative financing mechanisms, with green bonds emerging as a pivotal solution. This research investigates the potential to mobilize financial resources environmentally projects across key sectors, including renewable energy, transportation, and waste management. By analysing existing regulatory frameworks, market dynamics, stakeholder engagement processes, study highlights challenges...
This is a unique study in which damped porous microplate's nonlinear vibration and response are analyzed semi-analytically using MSGT HSDT under localized loading. The substrate modeled the Winkler-Pasternak elastic foundation. Partial differential equations obtained Hamilton's principle solved by Galerkin's method. IHB Newmark's methods used to trace response. results show that uniform porosity leads lower stiffness compared symmetric distribution. Pasternak foundation parameter has larger...