Flexural behaviour of precast segmental concrete beams internally prestressed with unbonded CFRP tendons under four-point loading

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Flexural behaviour of precast segmental concrete beams internally prestressed with unbonded CFRP tendons under four-point loading

This study investigates the use of carbon fibre reinforced polymer (CFRP) tendons on precast segmental beams (PSBs) to tackle the corrosion problems which are likely to occur at joint locations of PSBs prestressed with steel tendons. Up to date, the use of CFRP tendons was extensively documented for...

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Bibliographic Details
Main Authors:	Le, T., Pham, Thong, Hao, Hong, Hao, Y.
Format:	Journal Article
Published:	Pergamon 2018
Online Access:	http://hdl.handle.net/20.500.11937/67488

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