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 (Record no. 16235)
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220205111228.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 220205b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 245 ## - TITLE STATEMENT | |
| Title | 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 |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.48, Issue 01 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Chennai |
| Name of publisher, distributor, etc. | CSIR- Strctural Engineering research Centre |
| Year | 2021 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 32-40p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Gusset plates are subjected to complex stresses and obtaining the<br/>design thickness is not straight forward as the stresses depend upon<br/>the thickness of gusset itself. In this study, a typical case of a corner<br/>gusset plate connected to tension member (bracing / diagonal) in a<br/>braced frame or a truss girder bridge is considered. It is assumed that<br/>the gusset plate is welded at the beam-column joint in a braced frame<br/>or at corner joint of a truss girder bridge and connected to the tension<br/>member by bolts in double row. Simple 2-D model of gusset plate is<br/>developed and non-linear finite element analysis is carried out with the<br/>help of ANSYS, a commercial finite element software, for varying load<br/>magnitudes. Four, six and eight bolt cases are analyzed. On<br/>performing several trails the required thickness of gusset to prevent<br/>net section rupture as per the non-linear analysis is noted based on the<br/>obtained von-Mises stresses and plastic strains for all the cases. Later<br/>the required thicknesses of gusset plates as per Whitmore’s theory<br/>and Indian, European, American and Canadian codes of practice are<br/>also calculated. Significant discrepancy was noted between the results<br/>of finite element analysis, Whitmore’s theory and the various codes of<br/>practice considered in this study. On examining the obtained results,<br/>probable design thicknesses of gusset plates are proposed for each<br/>case. The presented design thicknesses may be useful as a reference<br/>/ guide for design engineers in fixing the initial thickness of gusset<br/>plate to prevent ‘net section rupture'. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 653 ## - Keywords | |
| Keywords | Steel Gusset Plates |
| 653 ## - Keywords | |
| Keywords | Truss Girder Bridge |
| 653 ## - Keywords | |
| Keywords | Finite Element Analysis |
| 653 ## - Keywords | |
| Keywords | Rapture |
| 653 ## - Keywords | |
| Keywords | Stress Concentration |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 7754 |
| Co-Author | Ram, K. S. Sai |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 7138 |
| Co-Author | Baskaran, R. |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Chennai CSIR-Structural Engineering Research Centre |
| International Standard Serial Number | 0970-0137 |
| Title | Journal of structural engineering (JOSE) |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
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| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 05/02/2022 | 2022-0379 | 05/02/2022 | 05/02/2022 | Articles Abstract Database |