Analysis of the Shear Resistance in the Indented Interface Between Two Concrete Parts of Concrete Composite Beam
| Author(s): |
Grzegorz Sadowski
(Warsaw University of Technology , Faculty of Civil Engineering, Mechanics and Petrochemistry , Płock , Poland)
Piotr Wiliński (Warsaw University of Technology , Faculty of Civil Engineering, Mechanics and Petrochemistry , Płock , Poland) Anna Halicka (Lublin University of Technology , Civil Engineering and Architecture Faculty , Lublin , Poland) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, March 2021, n. 1, v. 31 |
| Page(s): | 93-105 |
| DOI: | 10.2478/ceer-2021-0007 |
| Abstract: |
This paper presents a comparative analysis of shear resistance in the interface between two concrete parts of concrete composite beam. The construction joint was performed as indented one in accordance with Eurocode 2 and fib Model Code 2010. The numerical calculation results were confronted with the actual results of tests of a composite beam subjected to 4-point bending. The displacement values of tested element were obtained using dial sensors and the digital image correlation method (DIC). The analysis shows that the recommendations of Eurocode 2-1-1 and fib Model Code 2010 do not reflect the actual behavior of concrete composite beam with indented surface. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10705093 - Published on:
19/02/2023 - Last updated on:
10/05/2023
