The phrase "accumulative damage" is correct and usable in written English.
It can be used to describe damage that builds up over time, often in contexts related to physical objects, structures, or even emotional states.
Example: "The accumulative damage to the bridge over the years has raised concerns about its structural integrity."
Alternatives: "cumulative damage" or "progressive damage".
Then PHBA is put forward based on vibration stress according to the probabilistic accumulative damage model.
Five accumulative damage models were introduced and the critical damages given by these models were compared with the experimental results.
Prediction of the level of service load above which accumulative damage occurs is a key priority for the masonry arch bridge owners.
Based on the flexural stiffness, a fatigue accumulative damage model was established to describe the fatigue fracture process of the strengthened beams.
The strain and stress cycles in their variations are calculated by the rainflow cycle counting method, and the fatigue life cycle is evaluated by three fatigue life evaluation models, together with the Palmgren Miner accumulative damage law.
A structural model for the fatigue stress analysis of bridge-deck structures is proposed, in which structures are modeled by elastic members and welded connections with possible accumulative damage.
PHBA is performed on two types of second-stage stators to evaluate the operation security, thus the probabilistic accumulative damages altering with operation time are calculated, and the operational reliabilities are also obtained.
Although the main reason that underlies the relative failure in cancer control is the aging of the population, the external risk factors are the ones that lead to accumulative damages in the genome, and which end up causing the disease [ 4].
Values of accumulative osmotic damage were used to quantitatively examine the magnitude of the associated osmotic damage during cryoprotective agent (CPA) additions and dilutions.
The accumulative impact damage and crack propagation are highlighted in this paper.
The accumulative fatigue damage to the critical steel members at hot spots during the bridge design life is finally evaluated using a CDM-based fatigue damage evolution model.
