Priyadarshi Das
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Priyadarshi Das has a total of 37 co-authors. Here are the top co-authors by number of shared publications:
- Aditya Kumar Tiwary
Department of Civil Engineering, University Centre for Research and Development, Chandigarh University, Mohali, India
3 shared publications Sasanka Choudhury
Siksha O Anusandhan Deemed Be Univ, Inst Tech Educ & Res, Dept Mech Engn, Bhubaneswar 751030, Odisha, India
3 shared publications- Abhishek Sharma
Department of Civil Engineering, Bahra Research Innovation & Knowledge Cluster (BRIKC), Rayat Bahra University, Greater Mohali, India
2 shared publications B. Basa
Department of Civil Engineering, Institute of Technical Education and Research, Siksha ‘O’ Anusandhan Deemed to be University, Bhubaneswar, India
2 shared publications- Harpreet Singh
Department of Civil Engineering, University Institute of Engineering, Chandigarh University, Mohali, India
2 shared publications - Kanwarpreet Singh
Department of Civil Engineering, Bahra Research Innovation & Knowledge Cluster (BRIKC), Rayat Bahra University, Greater Mohali 140103, Punjab, India
2 shared publications
Latest Publications
- Open Access
- 22 April 2026
- Published by Springer Nature in Journal of Infrastructure Preservation and Resilience
- Vol. 7 (1)
Thermal resilience and empirical modeling for residual properties of concrete with silica fume and waste glass powder
- 22 April 2026
- Published by Springer Nature in Journal of Infrastructure Preservation and Resilience
- Vol. 7 (1)
Open AccessThermal resilience and empirical modeling for residual properties of concrete with silica fume and waste glass powder
- 6 October 2025
- Published by Springer Nature in Journal of Building Pathology and Rehabilitation
- Vol. 11 (1) , 1-23
Optimizing lateral performance of a 60-story diagrid steel structure: influence of diagonal configuration and bracing strategies
- 6 October 2025
- Published by Springer Nature in Journal of Building Pathology and Rehabilitation
- Vol. 11 (1) , 1-23
Optimizing lateral performance of a 60-story diagrid steel structure: influence of diagonal configuration and bracing strategies
- 30 July 2025
- Published by Springer Nature in Journal of Building Pathology and Rehabilitation
- Vol. 11 (1) , 1-20
Comparative study of single and multi-outrigger systems for enhanced lateral stability in high-rise structures
- 30 July 2025
- Published by Springer Nature in Journal of Building Pathology and Rehabilitation
- Vol. 11 (1) , 1-20
Comparative study of single and multi-outrigger systems for enhanced lateral stability in high-rise structures
- Open Access
- 30 August 2024
- Published by International Information and Engineering Technology Association in Annales de Chimie - Science des Matériaux
- Vol. 48 (4) , 447-455
Free Vibration Behaviour of Laminated Composite Beam Under Crack Effects: A Combined Numerical and Experimental Approach
- 30 August 2024
- Published by International Information and Engineering Technology Association in Annales de Chimie - Science des Matériaux
- Vol. 48 (4) , 447-455
Open AccessFree Vibration Behaviour of Laminated Composite Beam Under Crack Effects: A Combined Numerical and Experimental Approach
- 28 August 2024
- Published by SAGE Publications in Materials Science and Technology
- Vol. 41 (16) , 1241-1255
Experimental and numerical buckling analysis of CNT reinforced polymer composite plates
A combined experimental and numerical buckling analysis is performed for Carbon nanotube-reinforced composite (CNTRC) laminates under uniaxial in-plane compressive load. A finite element simulation program is developed in MATLAB environment and the recorded buckling responses are verified with the experimental results. Closely aligned numerical and experimental results exhibits that inclusion of 0.3% CNT increases buckling strengths of CNTRC composite laminates, regardless of their geometrical parameters. Clamped edge laminates exhibit higher buckling mode shapes, influenced by aspect ratio and edge restraint. Microscopic analysis of CNTRC's fractured surface under compression shows enhanced buckling strength attributed to CNTs’ bridging and pullout effects in the matrix, suppressing crack initiation and propagation. Field Emission Scanning Electronic Microscope (FESEM) is utilized for this investigation.
- 28 August 2024
- Published by SAGE Publications in Materials Science and Technology
- Vol. 41 (16) , 1241-1255
Experimental and numerical buckling analysis of CNT reinforced polymer composite plates
A combined experimental and numerical buckling analysis is performed for Carbon nanotube-reinforced composite (CNTRC) laminates under uniaxial in-plane compressive load. A finite element simulation program is developed in MATLAB environment and the recorded buckling responses are verified with the experimental results. Closely aligned numerical and experimental results exhibits that inclusion of 0.3% CNT increases buckling strengths of CNTRC composite laminates, regardless of their geometrical parameters. Clamped edge laminates exhibit higher buckling mode shapes, influenced by aspect ratio and edge restraint. Microscopic analysis of CNTRC's fractured surface under compression shows enhanced buckling strength attributed to CNTs’ bridging and pullout effects in the matrix, suppressing crack initiation and propagation. Field Emission Scanning Electronic Microscope (FESEM) is utilized for this investigation.
- 15 May 2024
- Published by Springer Nature
- p. 347-356
On Frequency Behavior of Functionally Graded Beam Using Finite Element Method
- 15 May 2024
- Published by Springer Nature
- p. 347-356
On Frequency Behavior of Functionally Graded Beam Using Finite Element Method
- 27 March 2024
- Published by Springer Nature in Journal of the Brazilian Society of Mechanical Sciences and Engineering
- Vol. 46 (4) , 1-24
Fuzzy logic for crack detection in cantilever-laminated composite beam using frequency response
- 27 March 2024
- Published by Springer Nature in Journal of the Brazilian Society of Mechanical Sciences and Engineering
- Vol. 46 (4) , 1-24
Fuzzy logic for crack detection in cantilever-laminated composite beam using frequency response
- 22 January 2024
- Published by Elsevier in Materials Today: Proceedings
On transverse crack effects in beams under free vibration using finite element analysis
- 22 January 2024
- Published by Elsevier in Materials Today: Proceedings
On transverse crack effects in beams under free vibration using finite element analysis
- 18 January 2024
- Published by Taylor & Francis in Nondestructive Testing and Evaluation
- Vol. 39 (8) , 2549-2574
A concerted experimental and numerical approach for frequency based non-destructive analysis of Bi-directional cracked laminated composite beams
- 18 January 2024
- Published by Taylor & Francis in Nondestructive Testing and Evaluation
- Vol. 39 (8) , 2549-2574
A concerted experimental and numerical approach for frequency based non-destructive analysis of Bi-directional cracked laminated composite beams
- 17 January 2024
- Published by Suranaree University of Technology in Suranaree Journal of Science and Technology
- Vol. 30 (6) , 010264(1-10)
CRACK EFFECT ON THE NATURAL FREQUENCY OF COMPOSITE BEAM: FINITE ELEMENT ANALYSIS WITH EXPERIMENTAL STUDY
Cracks in structural elements can significantly affect their dynamic behaviour and lead to detrimental consequences. This study investigates the influence of cracks on the natural frequency of a laminated beam under free vibration, employing a combination of finite element method (FEM) analysis and experimental work. The numerical computation is done using ABAQUS simulation software by developing a comprehensive FEM model that accurately represents the laminated beam's mechanical behaviour, considering material anisotropy, geometry and crack propagation. The finite element model is validated through experimental tests conducted on both intact and cracked laminated beam specimens. The experimental setup utilizes Fast Fourier Transform (FFT) analyzer high-precision measurement tool to obtain accurate natural frequency values. The parametric study is conducted to analyze the impact of crack location, size, and orientation on the laminated beam's natural frequency. The FEM simulations reveal that the presence of cracks leads to a reduction in natural frequency, indicating a decrease in structural stiffness. The extent of frequency reduction is found to be influenced by crack characteristics and their proximity to critical locations within the beam. The experimental investigations corroborate the FEM findings, highlighting the consistency between numerical predictions and actual measurements.
- 17 January 2024
- Published by Suranaree University of Technology in Suranaree Journal of Science and Technology
- Vol. 30 (6) , 010264(1-10)
CRACK EFFECT ON THE NATURAL FREQUENCY OF COMPOSITE BEAM: FINITE ELEMENT ANALYSIS WITH EXPERIMENTAL STUDY
Cracks in structural elements can significantly affect their dynamic behaviour and lead to detrimental consequences. This study investigates the influence of cracks on the natural frequency of a laminated beam under free vibration, employing a combination of finite element method (FEM) analysis and experimental work. The numerical computation is done using ABAQUS simulation software by developing a comprehensive FEM model that accurately represents the laminated beam's mechanical behaviour, considering material anisotropy, geometry and crack propagation. The finite element model is validated through experimental tests conducted on both intact and cracked laminated beam specimens. The experimental setup utilizes Fast Fourier Transform (FFT) analyzer high-precision measurement tool to obtain accurate natural frequency values. The parametric study is conducted to analyze the impact of crack location, size, and orientation on the laminated beam's natural frequency. The FEM simulations reveal that the presence of cracks leads to a reduction in natural frequency, indicating a decrease in structural stiffness. The extent of frequency reduction is found to be influenced by crack characteristics and their proximity to critical locations within the beam. The experimental investigations corroborate the FEM findings, highlighting the consistency between numerical predictions and actual measurements.