Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained expansion strains and selfstresses as a result of self-stressing concrete expansion. The results of theoretical investigations were finally compared to the experimental ones showing the suitability of proposed design method.
Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained expansion strains and selfstresses as a result of self-stressing concrete expansion. The results of theoretical investigations were finally compared to the experimental ones showing the suitability of proposed design method.
Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions
Tur Viktar (Autor:in) / Sannikava Volha (Autor:in)
2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
High corrosion resistance of self-stressing concrete
| British Library Conference Proceedings | 1997
Experimental study on shear resistance of self-stressing concrete filled circular steel tubes
| Online Contents | 2009
Experimental study on shear resistance of self-stressing concrete filled circular steel tubes
| Online Contents | 2009
Experimental research on shear-resistance properties of self-stressing concrete filled steel tube
| British Library Online Contents | 2008