DAMAC Tower
1
Column strengthening for additional axial loading using carbon fibre wrap in the hoop direction.
DAMAC Tower
DAMAC Tower

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Project Details

Project: Column Strengthening with Carbon Fibre
Contract Duration:
5 Days
Scope of Work:
Column Strengthening for additional loads

It was found that the column had inadequate concrete strength for the proposed loads and required strengthening. Traditional construction methods were considered, however due to time constraints (10 days) this was rejected by the main-contractor.

Based on the information, provided by the structural designer, CCUK determined that a ‘multi-layer’ confinement design application of the complete column length using Fibrwrap CFRP system was required.

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