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Publikováno v:
Fibers
Volume 3
Issue 4
Pages 539-559
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
Volume 3
Issue 4
Pages 539-559
Fibers, Vol 3, Iss 4, Pp 539-559 (2015)
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. Premat