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In design wood is regarded as a brittle material, depending on the stress direction, duration of loading and moisture content.
Depending on the loading conditions (stress and temperature levels) and duration of loading, both transient and steady state creep responses are observed.
This is because the slugs lengthen as they traverse towards their target and thus the duration of loading is extended with increasing stand-off.
Finally, onset of tertiary creep was utilized for rational selection of the ultimate strength of viscoelastic materials, whose strength is inversely proportional to duration of loading.
Since the fracture strength of brittle materials depends on the size and distribution of flaws as well as the duration of loading, conventional design approaches are generally very conservative and large safety factors are often used.
The effect of this cavitation is important if the duration of loading by the water pressure is less than the period of the fundamental frequency of the hull element oscillation, and is shown to increase the magnitude of the loading.
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Recent experimental programs have focused on duration-of-load (DOL) effects in full-size lumber and a number of different cumulative damage models have been proposed.
The ratio between static and impact strength is investigated and compared with known duration of load equations from literature.
The behaviour of the models in response to a simple duration of load assumption is also studied.
The effect of both load intensity and load duration on the capacity of timber has been an area of large interest over the last decades; the effect of load duration is in general referred as duration of load (DOL) effect.
Mid-term flexibility (reaction time, >15 min, duration: according to a weekly schedule): The amplitude and the duration of load alternation are greater than within the short-term flexibility.
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