Blast Testing Of CFRP And SRP Strengthened
RC Columns
Author(s)
J.-O. Berger, P. J. Heffernan & R. G. Wight
Abstract
Blast testing on scaled reinforced concrete columns was conducted to study the
behaviour of Steel Reinforced Polymer (SRP) wrapped columns in both flexure
and shear. Two vertical testing frames were constructed to support each two
columns per blast in a fixed-fixed configuration while applying a static axial load
of 300 kN. The specimens were exposed to blast waves at a variety of incident
pressures which resulted in damage from minor to severe. A reflected impulse
which resulted in moderate damage was then selected and used to study the
effects of varying the density of SRP wraps. CFRP strengthening was also used
in order to compare the effects of the two strengthening materials. An
SRP/CFRP hybrid combination using SRP for longitudinal or flexural
strengthening and CFRP sheets for transverse or shear strengthening was tested.
It was observed that the SRP strengthened columns were quite similar to those
strengthened with CFRP. The experimental results were compared to both
analytical SDOF models as well as numerical models created using advanced
explicit analysis software. SRP appeared to be a very effective external
strengthening material for increasing the resistance of concrete components,
providing similar performance to other FRP (CFRP) wraps at potentially lower
cost. The SRP materials proved to be quite resilient even when exposed to a
close-proximity explosion where spalling of the RC columns was significantly
reduced.
Keywords: blast, reinforced concrete columns, SRP, CFRP, strengthening.
1 Background
During the past decade, significant research has been carried out on the
strengthening of reinforced concrete (RC) slabs, beams and columns using
Keywords
blast, reinforced concrete columns, SRP, CFRP, strengthening.
Related Book
Other papers in this volume
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