Behaviour of pre-stressed concreate beams with circular perforations

dc.contributor.advisor	Neville, A. M.
dc.contributor.author	Salam, Sk. Abdus
dc.date.accessioned	2017-03-28T04:13:13Z
dc.date.available	2017-03-28T04:13:13Z
dc.date.issued	1969-08
dc.identifier.uri	http://lib.buet.ac.bd:8080/xmlui/handle/123456789/4388
dc.description.abstract	The behaviour of prestressed. rectangular beaTIs containing a single hole or an array of circular holes is reported. Theoretical and experimental studies are described, attention being given to th~ elastic stress distribution around the holes, the deflection of beams containing multiple holes, the ultimate load carrying capacity and to possible methods of strengthening perforated beams by additional reinforcement. Computer programmes are developed for the calculation of the stress distribution around holes for the application of prestress, pure bending and bending with shear. The experimental results from tests on a total of thirty- Seven beams show good agreement with the theoretical results •	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil Engineering, The University of Leeds	en_US
dc.subject	Pre-stressed concreate beam	en_US
dc.subject	Behaviour - Circular - Perforation	en_US
dc.title	Behaviour of pre-stressed concreate beams with circular perforations	en_US
dc.type	Thesis-PhD	en_US
dc.identifier.accessionNumber	T - 33
dc.contributor.callno	SAL/1969	en_US