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Saurabh Suman
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Year
Behavior of laterally unsupported monosymmetric steel I-section beams at elevated temperature under non-uniform moments
S Suman, A Samanta
Structures 33, 3324-3356, 2021
112021
A new proposal for design of laterally unsupported monosymmetric steel I-section beams at elevated temperature
S Suman, A Samanta
Structures 38, 1277-1294, 2022
92022
Proposed design methodology for laterally unrestrained monosymmetric I-beams in fire
S Suman, A Samanta
Innovative Infrastructure Solutions 7 (6), 367, 2022
22022
Experimental study on the structural performance of cold-rolled steel flexural members exposed to localized fire
R Singh, S Suman, S Shukla, A Samanta
Materials Today: Proceedings 65, 792-797, 2022
22022
Behavior of unrestrained hot-rolled steel I-beams exposed to localized fire: An experimental study
S Suman, A Samanta
Engineering Structures 296, 116953, 2023
12023
A comparative review on bubble-voided reinforced concrete slab–An innovative concept for lightweight concreting
S Suman, S Mukherjee, DKS Roy
Materials Today: Proceedings, 2023
12023
Experimental and numerical investigation of hot-rolled steel beam in localized fire
S Suman, R Singh, S Shukla, A Samanta
Materials Today: Proceedings 65, 741-745, 2022
12022
Behaviour, design, and reliability of monosymmetric i-beams at elevated temperature
S Suman, A Samanta, PK Singh
Structures 63, 106342, 2024
2024
Behaviour and recommended design method for laterally unsupported monosymmetric steel I-section beams
S Suman, A Samanta
Current Perspectives and New Directions in Mechanics, Modelling and Design …, 2022
2022
Effect of surface loading pattern on the monosymmetric beams at elevated temperature
S Suman, A Samanta
Materials Today: Proceedings 65, 3388-3394, 2022
2022
Behaviour of Unrestrained Steel I-Section Beams in Case of Fire
S Suman, A Samanta
Indian Structural Steel Conference, 737-748, 2020
2020
Critical Buckling Moment of Cold-Formed Lipped Channel Sections
R Singh, A Samanta, S Suman
Indian Structural Steel Conference, 503-515, 2020
2020
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