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The elastic recovery analysis indicated that the recovery value gap among four specimens decreased over time.
The compressive strength of the degraded mortar specimens decreased by 20% to 60%.
The results demonstrated that the flexural strength of RCB and the SCC concrete specimens decreased with increasing temperature.
As shown in Fig. 3, the tensile strength of the immersed specimens decreased, irrespective of the specimen microstructure.
The compressive and flexural strengths of LTCM specimens decreased with an increasing volume fraction of fiber.
The buckling loads and failure loads of unaged specimens decreased approximately 10%and25%5%.
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With increase in the load ratio fire resistance of the specimens decreases drastically.
As expected, the strength of the UHSS specimens decreases significantly when tested under fire temperatures of 450 °C and 600 °C.
It is noted that the strength of specimens decreases with the increase of cross-sectional aspect ratios.
Also, it was observed that the level of peak strength increment in TWHC specimens decreases with the increasing confining pressure.
When the amount of absorbed hydrogen exceeds approximately 100 mass ppm, the tensile strength of the immersed specimens decreases, irrespective of the specimen microstructure.
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