Research on the Fatigue Properties of High Strength Concrete after Exposure to High Temperature under Low Cyclic Compressive Loading

<div>The apparent changes of HSC after different high temperature processes: (a) P-2-2; (b) P-4-1; (c) P-4-3; (d) P-6-0.5; (e) P-8-3; (f) normal temperature (P-X-X indicates fatigue test, heating temperature (×100°C), holding time (h), such as P-2-2 indicates holding 2 h after heating up to 200°C).</div>

Shock and Vibration

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Figure 2

Figure 2: Research on the Fatigue Properties of High Strength Concrete after Exposure to High Temperature under Low Cyclic Compressive Loading 