Behaviour of continuous concrete deep beams reinforced with GFRP bars

The full text will be available at the end of the embargo period: 29th March 2022

Bibliographic Details
Main Author:	Shalookh, Othman H. Zinkaah
Other Authors:	Ashour, Ashraf F.
Language:	en
Published:	University of Bradford 2021
Subjects:	Continuous deep beams Concrete beams Glass fibre reinforced polymer bars (GFRP) Shear reinforcement Shera span-to-overall depth ratio Size effect Strut-and-tie model Upper bound analysis Effectiveness factor Bond strength Finite element model
Online Access:	http://hdl.handle.net/10454/18381

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spelling	ndltd-BRADFORD-oai-bradscholars.brad.ac.uk-10454-183812021-04-01T05:01:14Z Behaviour of continuous concrete deep beams reinforced with GFRP bars Shalookh, Othman H. Zinkaah Ashour, Ashraf F. Sheehan, Therese Continuous deep beams Concrete beams Glass fibre reinforced polymer bars (GFRP) Shear reinforcement Shera span-to-overall depth ratio Size effect Strut-and-tie model Upper bound analysis Effectiveness factor Bond strength Finite element model The full text will be available at the end of the embargo period: 29th March 2022 2021-03-02T15:48:28Z 2021-03-02T15:48:28Z 2019 2022-03-29 2019 Thesis doctoral PhD http://hdl.handle.net/10454/18381 en <a rel="license" href="http://creativecommons.org/licenses/by-nc-nd/3.0/"><img alt="Creative Commons License" style="border-width:0" src="http://i.creativecommons.org/l/by-nc-nd/3.0/88x31.png" /></a><br />The University of Bradford theses are licenced under a <a rel="license" href="http://creativecommons.org/licenses/by-nc-nd/3.0/">Creative Commons Licence</a>. University of Bradford Faculty of Engineering and Informatics
collection	NDLTD
language	en
sources	NDLTD
topic	Continuous deep beams Concrete beams Glass fibre reinforced polymer bars (GFRP) Shear reinforcement Shera span-to-overall depth ratio Size effect Strut-and-tie model Upper bound analysis Effectiveness factor Bond strength Finite element model
spellingShingle	Continuous deep beams Concrete beams Glass fibre reinforced polymer bars (GFRP) Shear reinforcement Shera span-to-overall depth ratio Size effect Strut-and-tie model Upper bound analysis Effectiveness factor Bond strength Finite element model Shalookh, Othman H. Zinkaah Behaviour of continuous concrete deep beams reinforced with GFRP bars
description	The full text will be available at the end of the embargo period: 29th March 2022
author2	Ashour, Ashraf F.
author_facet	Ashour, Ashraf F. Shalookh, Othman H. Zinkaah
author	Shalookh, Othman H. Zinkaah
author_sort	Shalookh, Othman H. Zinkaah
title	Behaviour of continuous concrete deep beams reinforced with GFRP bars
title_short	Behaviour of continuous concrete deep beams reinforced with GFRP bars
title_full	Behaviour of continuous concrete deep beams reinforced with GFRP bars
title_fullStr	Behaviour of continuous concrete deep beams reinforced with GFRP bars
title_full_unstemmed	Behaviour of continuous concrete deep beams reinforced with GFRP bars
title_sort	behaviour of continuous concrete deep beams reinforced with gfrp bars
publisher	University of Bradford
publishDate	2021
url	http://hdl.handle.net/10454/18381
work_keys_str_mv	AT shalookhothmanhzinkaah behaviourofcontinuousconcretedeepbeamsreinforcedwithgfrpbars
_version_	1719394662270107648

Behaviour of continuous concrete deep beams reinforced with GFRP bars

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