CFRP Strengthening for Punching Shear of Interior Slab–Column Connections

Volume: 10, Issue: 5, Pages: 410 - 418
Published: Oct 1, 2006
Abstract
This paper presents the results of an experimental investigation studying the effect of retrofitting interior slab–column connections against punching shear failure with externally bonded carbon fiber reinforced polymer (CFRP) strips. Six full-scale, 2000 mm-square×150-mm-thick slab specimens were constructed. The effect of varying the CFRP strengthening amount and configuration on the load-carrying capacity of the slab specimens was...
Paper Details
Title
CFRP Strengthening for Punching Shear of Interior Slab–Column Connections
Published Date
Oct 1, 2006
Volume
10
Issue
5
Pages
410 - 418
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