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4.2. Investigation Methodology
- Visual Survey & Mapping – A high‑resolution photogrammetry model was created to catalog crack geometry and progression over time.
- Instrumented Monitoring – Fiber‑optic strain gauges and crack‑width transducers were installed on representative locations.
- Non‑Destructive Testing (NDT) – Ultrasonic pulse velocity and impact‑echo techniques evaluated internal concrete quality.
- Finite‑Element Analysis (FEA) – A calibrated 3‑D model incorporated wind spectra, temperature cycles, and material non‑linearity to reproduce the observed crack patterns.
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4.3. Diagnosis
The FEA revealed that the perimeter frame experienced higher-than‑anticipated torsional moments due to an interaction between the helical façade and prevailing wind direction. The torsion induced a combination of bending and shear stresses that exceeded the elastic limit of the steel columns at the 20‑30 m elevation, leading to the observed hairline cracks. In the core, differential thermal expansion between the concrete core and the steel outrigger trusses caused localized shear stresses, manifesting as diagonal cracks. Key Features of Radimpex Tower 8 4
