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|Title:||Resistance of the precast prestressed hollow-core slabs with additional reinforcement over support in platform joint|
|Publisher:||Полоцкий государственный университет|
|Citation:||Lazouski, A. Resistance of the precast prestressed hollow-core slabs with additional reinforcement over support in platform joint / A. Lazouski, V. Tur // European and National Dimension in Research = Европейский и национальный контексты в научных исследованиях : electronic collected materials of IX Junior Researchers' Conference, Novopolotsk, April 26-27, 2017 : in 3 parts / Ministry of Education of Belarus, Polotsk State University ; ed. Dr. Dzmitry Lazouski [et al.]. - Novopolotsk : PSU, 2017. - Part 3 : Technology. - P. 82-86.|
|Abstract:||Analytical model allowing calculation of relation "bending moment - rotation angle" based on general deformation model and block model of reinforced concrete resistance and describing stress-strain state of the precast prestressed hollow-core slabs in platform joint zone is considered. The model considers transversal pressure, ratio of reinforcement installed in concrete of hollow void filling to concrete, achievement of yield strength of reinforcement.|
|Appears in Collections:||European and National Dimension in Research. Technology. 2017|
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