IX INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN
CIVIL ENGINEERING
BOOK OF ABSTRACTS , 2024.y., pp. 15-15
PLASTIC BENDING RESISTANCE OF COMPOSITE BEAMS ACCORDING TO SECOND GENERATION EUROCODE 4| |
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| DOI: 10.14415/CACE2024.06 |
| UDC: 624.072.2:539.3 |
| CC-BY-SA 4.0 license |
| Author : Bursać, Milan; Kostić, Svetlana M. |
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| | Summary: |
| | The paper discusses changes related to the calculation of the plastic resistance moment of a composite beam according to the second generation Eurocode 4. An efficient algorithm for determining the resistance moment through nonlinear analysis is presented, considering the limitation of compression strain in concrete. A comparison of results obtained using the first generation Eurocode 4 with calculation methods based on the second generation Eurocode 4 (rigid-plastic and nonlinear analysis) is conducted for a characteristic cross-section of a beam with a steel I-profile coupled with a solid concrete slab using ductile connectors and a full shear connection. |
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| | Keywords: |
| | FULL SHEAR CONNECTION, DUCTILE SHEAR CONNECTORS, PLASTIC BENDING RESISTANCE |
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