An approach to improved durability tests for building materials and components
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accelerated aging tests accelerated tests application assumptions ASTM building components building materials Bureau of Standards Change in Predictive coating system compressive strength COMPUTER SCIENCES concrete Confirm Degradation Mechanisms contact angle Critical Performance Characteristics degra Degradation and Compare Degradation Obtained degradation processes Design and Perform deterministic procedures Develop Mathematical Models dynamic capacity example Expected Type exposure conditions Failure Criteria fatigue identified Improved Durability Tests in-service conditions in-service failure in-service performance In-service Tests industry Item Less Severe Conditions Lieblein and Zelen long-term performance long-term tests material or component materials and components measurement Models of Degradation National Bureau National Engineering Laboratory nominal population performance criteria Performance Requirements Possible Degradation Mechanisms Predictive Service Predictive Tests probabilistic procedures provides Publication Rate of Degradation recommended practice reliability Requirements for Predictive service conditions Service Life Tests Step 13 Step 9 stress levels structure temperature Tests of Step Tests Under Service tion Type and Range