Axial compression tests on CFRP strengthened CFS plain angle short columns K. S. Vivek, Mohammad Adil Dar, M. I. Ali, M. Manohar, T. Sreedhar Babu Scientific Reports, 2024 A comprehensive test program was performed to experimentally investigate the effect of CFRP strengthening on the axial strength and stability of CFS plain angle short columns subjected to monotonic axial compression. A total of 28 specimens were tested by varying the CFRP strengthening configurations for different column heights. Both uni-directional (CF_UD) and bi-directional (CF_BD) CFRP were considered. The influence of various parameters such as the type of CFRP, fiber orientation, and number of CFRP layers was investigated and discussed in detail. For single layer (ply) of CFRP, CF_UD-0° strengthening configuration resulted in maximum increase of axial capacity by 58.33% and 45.72% (in comparison to bare steel specimens), corresponding to 0.5 m and 1.0 m column lengths respectively. All the bare steel and skin-strengthened specimens failed predominantly due to torsional–flexural buckling mode. Additional layer of CFRP wrapping was found to enhance the axial capacity further and CF_UD-0°/BD was found to possess greater capacity in the case of double layer of CFRP. Adopting cardboard in-fill in addition to CF_UD-0° wrap has prevented the torsional mode of buckling and resulted in a peak increase of axial capacity by 192.55% and 240.61% corresponding to 500 mm and 100 mm long specimens, respectively.
Efficacy of IS Code Provisions for Design of Eccentrically Loaded Single Angle Compression Members Sai Kota Vivek, Mohammad Adil Dar, Subramanian Narayanan Buildings, 2024 In practical applications, steel single angles are often subjected to eccentric loading when connected to a gusset plate through one leg only, resulting in complex compression behaviour. This behaviour has not been as extensively studied as that of concentrically loaded members. Various international codes of practice offer differed approaches for designing these elements. The literature indicates that the Indian Standard Code IS 800–2007 accurately predicts the axial capacity of eccentrically loaded single angle columns. However, a recent amendment to IS 800 in 2024 introduced modified design provisions. This study is the first to explore the implications of these latest design provisions by comparing them with earlier provisions and experimental strengths reported in the literature. Initially, the design strengths as per the previous and latest design provisions for various Indian Standard Angles (ISA) were presented and compared accounting for varying slenderness ratio, plate slenderness ratio (b/t), and different types of end connections and restraints. The findings reveal that the latest design provisions generally result in much higher design strengths compared to the earlier provisions, with a maximum increase of 104.84%. Upon noticing the significant variation, this study is further extended to compare with the reported data available in the literature. The nominal strengths calculated using the latest provisions were often higher than the strengths reported in the literature considered in this study, indicating potential unsafe design.
Inelastic stability of axially compressed CFS hollow stub columns with edge-stiffened perforations Proceedings of the Annual Stability Conference Structural Stability Research Council Ssrc 2024, 2024
Bioremediation of Heavy Metal Lead from Contaminated Water with the Leaves of Edible, Medicinal Herb Alternanthera sessilis - Kinetic and Thermodynamic Studies Indian Journal of Environmental Protection, 2022
Finite element analysis and design of steel corner gusset plates with double row of bolts for net section rupture in braced frames and truss bridges Journal of Structural Engineering India, 2021
Axial compression tests on CFRP strengthened-CFS lipped angle short Columns KS Vivek, N Manohar, SKM Zaheer, CRK Reddy, TS Babu Journal of Structural Engineering 52 (3), 222-231 , 2025 2025
Structural Response and Design of RC Frame with Flexible Base Under Gravity KS Vivek, B Sravani, CRK Reddy Recent Advances in Infrastructure Development and Management-Volume 2 … , 2025 2025
Efficacy of IS code provisions for design of eccentrically loaded single angle compression members SK Vivek, MA Dar, S Narayanan Buildings 14 (9), 2990 , 2024 2024 Citations: 2
Axial compression tests on CFRP strengthened CFS plain angle short columns KS Vivek, MA Dar, MI Ali, M Manohar, T Sreedhar Babu Scientific Reports 14 (1), 7273 , 2024 2024 Citations: 4
CFRP strengthening of web perforated CFS lipped channel short columns: An experimental study KS Vivek, R Baskar, B Asha Structures 61, 106075 , 2024 2024 Citations: 6
Inelastic Stability of Axially Compressed CFS Hollow Stub Columns with Edge-Stiffened Perforations M Anbarasu, KS Vivek, MA Dar Proceedings of the Annual Stability Conference Structural Stability Research … , 2024 2024 Citations: 1
Structural Response and Design of RC Frame with Flexible Base Under Gravity Loading KS Vivek, B Sravani, CRK Reddy International Conference on “Modern Trends in Civil Engineering … , 2023 2023
Development of lightweight CFS composite built-up beams: Tests and flexural response MA Dar, AF Ghowsi, AR Dar, SU Salam, M Anbarasu, KS Vivek, ... Journal of Constructional Steel Research 209, 108041 , 2023 2023 Citations: 13
Strengthening of web perforated CFS lipped channel columns with CFRP: A numerical study KS Vivek, R Baskar Innovative Infrastructure Solutions 8 (8), 212 , 2023 2023 Citations: 7
Axial compression behaviour of CFS angle sections experiencing flexural-torsional buckling KS Vivek, MA Dar, M Anbarasu INTERNATIONAL CONFERENCE ON SMART MATERIALS AND STRUCTURES, ICSMS-2022 2810 … , 2023 2023 Citations: 1
Influence of early age loading on compressive strength of M25 fly ash concrete KS Vivek, KV Kumar, YVS Reddy Materials Today: Proceedings , 2023 2023 Citations: 3
Global Buckling of CFS Complex Angle Columns KS Vivek, R Baskar International Conference on Civil Engineering Trends and Challenges for … , 2021 2021
Need for Flexural-Torsional Stability Design of Hot Rolled Unequal Leg Non-Slender Single Angles subjected to Axial Compression as per IS 800 GSBKS Vivek i-Manager's Journal on Structural Engineering 9 (4) , 2021 2021
Finite Element Analysis and Design of Steel Corner Gusset Plates with Double Row of Bolts for Net Section Rupture in Braced Frames and Truss Bridges RB K S Vivek, K S Sai Ram Journal of Structural Engineering (India / Madras) 48 (1) , 2021 2021
A Study on Design Thickness of Corner Gusset Plates in Steel Braced Frames for Tension KS Vivek, UKL Priyanka, KS Sai Ram Indian Structural Steel Conference, 549-563 , 2020 2020
Effect of circular web openings on dynamic behaviour of cantilever steel thin-walled tapered I-beams KS Vivek, M Jugal Kishore, KVS Manoj, K Pujitha IOP Conference Series: Materials Science and Engineering 390 (1), 012037 , 2018 2018 Citations: 4
Study of Loss of Contact for Rectangular Footings Resting on Soil M Kondala Rao, N Gopika, KS Vivek, C Ravi Kumar Reddy Proceedings of International Conference on Remote Sensing for Disaster … , 2018 2018
Lateral-Torsional Buckling of Various Steel Trusses KS Vivek, CRK Reddy, KSS Ram i-Manager's Journal on Structural Engineering 7 (1), 6 , 2018 2018
MOST CITED SCHOLAR PUBLICATIONS
Development of lightweight CFS composite built-up beams: Tests and flexural response MA Dar, AF Ghowsi, AR Dar, SU Salam, M Anbarasu, KS Vivek, ... Journal of Constructional Steel Research 209, 108041 , 2023 2023 Citations: 13
Strengthening of web perforated CFS lipped channel columns with CFRP: A numerical study KS Vivek, R Baskar Innovative Infrastructure Solutions 8 (8), 212 , 2023 2023 Citations: 7
CFRP strengthening of web perforated CFS lipped channel short columns: An experimental study KS Vivek, R Baskar, B Asha Structures 61, 106075 , 2024 2024 Citations: 6
Free Vibration of Skew Laminated Composite Plates with Circular Cutout by Finite Element Method KS Vivek International Journal of Modern Engineering Research 6 (6), 15-23 , 2016 2016 Citations: 6
Axial compression tests on CFRP strengthened CFS plain angle short columns KS Vivek, MA Dar, MI Ali, M Manohar, T Sreedhar Babu Scientific Reports 14 (1), 7273 , 2024 2024 Citations: 4
Effect of circular web openings on dynamic behaviour of cantilever steel thin-walled tapered I-beams KS Vivek, M Jugal Kishore, KVS Manoj, K Pujitha IOP Conference Series: Materials Science and Engineering 390 (1), 012037 , 2018 2018 Citations: 4
Influence of early age loading on compressive strength of M25 fly ash concrete KS Vivek, KV Kumar, YVS Reddy Materials Today: Proceedings , 2023 2023 Citations: 3
Design Aid for Unstiffened Triangular Steel Brackets based on Elastic Stability KS Vivek, KS Kiran Int. J. Civ. Eng 3 (12), 7-18 , 2016 2016 Citations: 3
Efficacy of IS code provisions for design of eccentrically loaded single angle compression members SK Vivek, MA Dar, S Narayanan Buildings 14 (9), 2990 , 2024 2024 Citations: 2
Inelastic Stability of Axially Compressed CFS Hollow Stub Columns with Edge-Stiffened Perforations M Anbarasu, KS Vivek, MA Dar Proceedings of the Annual Stability Conference Structural Stability Research … , 2024 2024 Citations: 1
Axial compression behaviour of CFS angle sections experiencing flexural-torsional buckling KS Vivek, MA Dar, M Anbarasu INTERNATIONAL CONFERENCE ON SMART MATERIALS AND STRUCTURES, ICSMS-2022 2810 … , 2023 2023 Citations: 1
Free vibration of functionally graded square plates with triangular cutouts KS Vivek, RK Reddy, KSS Ram The Indian Society of Theoretical and Applied Mechanics (ISTAM), 2017 62nd … , 2017 2017 Citations: 1
Axial compression tests on CFRP strengthened-CFS lipped angle short Columns KS Vivek, N Manohar, SKM Zaheer, CRK Reddy, TS Babu Journal of Structural Engineering 52 (3), 222-231 , 2025 2025
Structural Response and Design of RC Frame with Flexible Base Under Gravity KS Vivek, B Sravani, CRK Reddy Recent Advances in Infrastructure Development and Management-Volume 2 … , 2025 2025
Structural Response and Design of RC Frame with Flexible Base Under Gravity Loading KS Vivek, B Sravani, CRK Reddy International Conference on “Modern Trends in Civil Engineering … , 2023 2023
Global Buckling of CFS Complex Angle Columns KS Vivek, R Baskar International Conference on Civil Engineering Trends and Challenges for … , 2021 2021
Need for Flexural-Torsional Stability Design of Hot Rolled Unequal Leg Non-Slender Single Angles subjected to Axial Compression as per IS 800 GSBKS Vivek i-Manager's Journal on Structural Engineering 9 (4) , 2021 2021