Abstract
This paper presents an experimental research program aiming at assessing the current code provisions of vmin. A large test series was carried out, by varying the reinforcement ratio and loading conditions, the minimum average shear stress that can cause shear failure of a specimen with different depth, concrete strength is determined. The three test series cover two types of concrete mixtures and a moderate structure depth range. In addition, the Eurocode and ModelCode 2010 provisions on vmin are discussed. They are compared with the test results. Recommendations on the present code expression are given.
| Original language | English |
|---|---|
| Title of host publication | fib Symposium 2016: Performance-based approaches for concrete structures: Materials technology, structural design, analytical modelling, conformity assesment and testing |
| Editors | H. Beushausen |
| Publisher | Internation Federation for Structural Concrete (fib) |
| Number of pages | 10 |
| ISBN (Print) | 978-2-88394-120-5 |
| Publication status | Published - 2016 |
| Event | fib Symposium 2016: Performance-based approaches for concrete structures: Materials technology, structural design, analytical modelling, conformity assesment and testing - UCT Graduate School of Business, Cape Town, South Africa Duration: 21 Nov 2016 → 23 Nov 2016 http://fibcapetown2016.com/ |
Conference
| Conference | fib Symposium 2016 |
|---|---|
| Country/Territory | South Africa |
| City | Cape Town |
| Period | 21/11/16 → 23/11/16 |
| Internet address |
Keywords
- shear capacity
- boundary of failure modes
- vmin
- without shear reinforcement