Digital Library of Zielona Góra contains 9 272 digital objects
Object
Title: Flexural Strength of Steel-Concrete Composite Beams Under Two-Point Loading
Creator:
Sangeetha, Palanivelu ; Ramana, Gopal S. ; Jai, Vigneshwar A. ; Vaishnavi, K. ; Srinidhi, A.
Date:
Resource Type:
Contributor:
Group publication title:
Abstract:
This study investigates the flexural strength of simply-supported steel?concrete composite beams under two-point loading. A total of four specimens were tested to failure for varying parameters including type of connectors (stud and channel) and number of connectors (two and four). ANSYS software was used to establish the finite element models that can simulate the flexural behaviour of the composite beam. ; The test results show that a beam with channel connectors performs better than a beam with stud connectors. The composite beam with two connectors between the beam and slab causes additional deflection due to slippage in the connectors, when compared to the beam with four connectors. The results from the analytical model are in good agreement with the experimental results.
Description:
tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska
Publisher:
Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
Format:
Resource Identifier:
DOI:
Pages:
Source:
Civil and Environmental Engineering Reports (CEER), no 30, vol. 4
Language:
License CC BY-NC-ND 3.0:
Rights:
Biblioteka Uniwersytetu Zielonogórskiego
Object collections:
- Repository > Faculties > Construction department, Architecture and Environmental Engineering
- Repository > Types of work > Articles
- Repository > Scientific journals and UZ publishing series > Civil and Environmental Engineering Reports (CEER) > Civil and Environmental Engineering Reports (CEER) (2020)
Last modified:
Jul 6, 2023
In our library since:
Mar 24, 2023
Number of object content hits:
160
All available object's versions:
https://zbc.uz.zgora.pl/repozytorium/publication/79626
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| Edition name | Date |
|---|---|
| Flexural Strength of Steel-Concrete Composite Beams Under Two-Point Loading | Jul 6, 2023 |
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