| Issue |
E3S Web Conf.
Volume 164, 2020
Topical Problems of Green Architecture, Civil and Environmental Engineering 2019 (TPACEE 2019)
|
|
|---|---|---|
| Article Number | 14008 | |
| Number of page(s) | 11 | |
| Section | Materials for Energy and Environment | |
| DOI | https://doi.org/10.1051/e3sconf/202016414008 | |
| Published online | 05 May 2020 | |
Strength and deformability of reinforced concrete elements under oblique eccentric short-term dynamic compression, tension and bending
1 Tomsk State University of Architecture and Building, 2, Solyanaya ave., 634003, Tomsk, Russia
2 Surgut State University, 1, Lenina ave, 628403, Surgut, Russia
3 Tomsk State Pedagogical University, Kievskaya ave., 634061, Tomsk, Russia
* Corresponding author: gorlen52@mail.ru
The paper deals with research data of reinforced concrete rectangular and I-shaped cross-section elements, operating under oblique eccentric short-term dynamic compression, tension and bending. The method of reinforced concrete elements calculation using the theory of surfaces of relative resistance regarding strength and crack resistance is suggested. It is based on the deformation model with the use of real nonlinear diagrams of concrete and reinforcement. This method makes it possible to observe strength and crack resistance of reinforced concrete elements sections in the entire range of loadings from the central tension to axial compression. Experimental investigation of symmetrically reinforced concrete elements on oblique eccentric short-term dynamic compression, tension and oblique bending was carried out. Effect of longitudinal force level on strain distribution through the depth of section, bearing capacity, the failure scheme and other parameters are estimated.
© The Authors, published by EDP Sciences 2020
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