Cyclic Performance of Elliptical Hollow Sections ‒ A Finite Element Study
| dc.contributor.author | Perumalla, V R Narendra Babu | |
| dc.date.accessioned | 2023-02-02T13:22:32Z | |
| dc.date.accessioned | 2023-10-19T12:33:04Z | |
| dc.date.available | 2023-02-02T13:22:32Z | |
| dc.date.available | 2023-10-19T12:33:04Z | |
| dc.date.issued | 2021 | |
| dc.description | Supervisor: Singh, Konjengbam DarunKumar | en_US |
| dc.description.abstract | The main objective of the research in this thesis encompasses the behaviour of Elliptical-Hollow-Section (EHS) members under cyclic loading. Expressions for cross-section capacity prediction curves are formulated based on the Direct-Strength-Method (DSM) approach through a lower bound fit for an exhaustive data of structural carbon steel Circular-Hollow-Sections (CHSs) found in the literature. Also, a unified set of cross-section slenderness limits for CHS members is proposed. Later, to promote applicability of the proposed CHS cross-section classification criteria also to the EHSs, improved empirical expressions for the equivalent CHS diameter of EHS according to the Equivalent-Resistance-Capacity-Method (ERCM) are derived. Further, the plastic interaction response analyses and the expressions for the equivalent CHS diameter for compact and plastic EHSs are also presented | en_US |
| dc.identifier.other | ROLL NO.126104009 | |
| dc.identifier.uri | https://gyan.iitg.ac.in/handle/123456789/2289 | |
| dc.language.iso | en | en_US |
| dc.relation.ispartofseries | TH-2914; | |
| dc.subject | Elliptical-Hollow-Section | en_US |
| dc.subject | Cross-sectional Slenderness | en_US |
| dc.subject | Cyclic Loading | en_US |
| dc.subject | FE Simulations | en_US |
| dc.subject | Abaqus | en_US |
| dc.title | Cyclic Performance of Elliptical Hollow Sections ‒ A Finite Element Study | en_US |
| dc.type | Thesis | en_US |
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