Self-stressed concrete members reinforced with frp-bars

dc.contributor.author	Tur, Viktor
dc.contributor.author	Semianiuk, Volha
dc.date.accessioned	2024-01-16T10:44:32Z
dc.date.available	2024-01-16T10:44:32Z
dc.date.issued	2013
dc.description.abstract	Problem of usage fiber reinforced polymer as reinforсing bars in self-stressed flexuring structural elements is considered. Comparison of reaching degree of selfstress in concrete, which was got on the stage of self-stressing and was got like result of calculation with usage theoretical equations is produced.	en
dc.identifier.isbn	9788361044390
dc.identifier.uri	https://hdl.handle.net/20.500.13044/1687
dc.language.iso	en
dc.publisher	Państwowa Szkoła Wyższa im. Papieża Jana Pawła II w Białej Podlaskiej
dc.subject	reinforcement	en
dc.subject	FRP bars	en
dc.subject	self-stressing (expansive) concrete	en
dc.subject	value of the self-stress	en
dc.subject	reinforcement ratio	en
dc.title	Self-stressed concrete members reinforced with frp-bars	en
dc.type	Book chapter

Aktualna strona 1 - 1 z 1

Aktualna strona 1 - 1 z 1