The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams
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چکیده
منابع مشابه
The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams
This research program is intended to verify the influence of using distributed external U-wrap CFRP anchorage to shift the failure mode from overall debonding to sectional flexural failure for concrete beams externally bonded with CFRP sheets. Premature cover delamination and FRP debonding are predominant failure modes in FRP flexural strengthening that may be delayed or prevented by using FRP ...
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ژورنال
عنوان ژورنال: Fibers
سال: 2015
ISSN: 2079-6439
DOI: 10.3390/fib3040539