CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 113-122
DESIGN OF RC SECTION IN BENDING TO EUROCODE 2| |
 |
| DOI: 10.14415/konferencijaGFS 2016.010 |
| UDC: 624.01.4.042 |
| CC-BY-SA 4.0 license |
| Author : Goleš, Danica |
| |
| | Summary: |
| | The paper presents and comments stress-strain diagrams of concrete and
reinforcement according to Eurocode 2 and compares them to the corresponding
diagrams of PBAB'87. It points to the changes brought about by the application of
bilinear working diagram for steel without strain limitation. The necessity of adopting
the steel strain limits is discussed. The "additional safety factor" for concrete, which was
adopted by the National Annex, is commented, and its influence to the required cross
sectional area of reinforcement and design value of section resistance analysed. On the
example of rectangular reinforced concrete cross-section in pure bending, the results
obtained to Eurocode 2, using both working diagrams for steel, are compared mutually
and with the results according to PBAB'87. |
| |
| | Keywords: |
| | Reinforced concrete structures, design, bending, Eurocode 2, PBAB'87 |
| |
| |
| |
