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This paper addresses this timely topic through Endurance Time Analysis (ETA) methodology coupled with the concepts of Damage Index (DI) and Performance Index (PI).
A fatigue model for plain concrete under variable amplitude loading is proposed by unifying the concepts of damage mechanics and fracture mechanics through an energy equivalence, in conjunction with the principles of dimensional analysis and self-similarity.
To explore concepts of damage development, 2 dimensions are thought to be sufficient.
At the same time, concepts of damage control surgery for trauma patients were developed, offering a strategy for enhanced survival of combat casualties.
Concepts of damage (Lemke et al., 2004; Smart et al., 2008) and topological impact degree (Jiang et al., 2009) were extensively studied in recent years, where Lemke et al. (2004); Smart et al. (2008) and Jiang et al. (2009) define the impact of a reaction as the number of reactions inactivated by an iterative procedure, mimicking a cascade of failures.
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Furthermore, the safe protective distances are estimated based on the concept of damage probability.
Some recommendations, based on the concept of damage tolerance, are suggested to avoid similar unfortunate incidents.
Some procedures, based on the concept of damage tolerance, are suggested to avoid similar accidents.
After millions of years of evolution, nature has developed materials and systems based on the concept of damage management (healing) in order to extend survival possibilities.
A new concept of damage measurability is introduced in terms of two factors, namely the sensitivity of a residual vector to the structural damage, and the sensitivity of the damage to the measurement noise.
This led to the present work which consists in the evaluation of the TNT equivalent charge of the explosion using the concept of damage category developed by UK engineers based on the WWII damaging bombing data.
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