Load‐Duration Effects in Structural Lumber: Strain Energy Approach

@inproceedings{Fridley1992LoadDurationEI,
  title={Load‐Duration Effects in Structural Lumber: Strain Energy Approach},
  author={Kenneth J. Fridley and Ren-yuan Tang and Lawrence A. Soltis},
  year={1992}
}
A critical strain-energy–density failure criterion is introduced to describe the load-duration (creep-rupture) behavior of structural lumber. From extensive ramp, constant, and step-constant load tests in various constant and cyclic environments, a critical strain-energy density is identified, which forecasts impending failure. Impending failure is defined as the initiation of member failure, excluding partial failures that do not influence subsequent member behavior. Most previous load… CONTINUE READING