Add to ORKGDouglas-fir specimens matched to specimens previously tested under sustained constant bending loads were subjected to two different repeated load cycle tests to evaluate the effect of repeated bending loads on load duration of lumber. There was no clear evidence that repeated loading gave different results than sustained constant loading
Load duration behavior, arising from creep-rupture, is one of the most significant effects distingui...
The effect of a cyclic thermal loading on the load-duration behavior of structural lumber in bending...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...
Select Structural, No. 2, and No. 3 Douglas-fir 2 by 4 specimens were tested in bending at several r...
This paper finalizes research on graded Douglas-fir 2 by 4 beams subjected to constant bending loads...
A duration of load study representing 13 years of testing was recently terminated. Preliminary resul...
The exponential damage model dα/dt = exp[-a + bσs(t)/σs] is used in this paper to describe duration-...
Douglas-fir 2 by 4 beams of different grades were tested under various constant-load levels in a con...
The effect of constant thermal loadings on the load-duration relationships for structural lumber in ...
The effect of cyclic moisture conditions on the load-duration behavior of structural lumber is prese...
The performance of structural wood members has proven to be generally satisfactory during dynamic lo...
The paper reports on ramp load and duration of load (DOL) tests of spruce solid wood subjected to te...
In this study, the duration-of-load (DOL) effect on the rolling shear strength of cross laminated ti...
Failure of pitched-tapered glulam beams in tension perpendicular to grain has been attributed to the...
An aligned strand, wood composite (ASC) material was subjected to a two year duration of load (DOL) ...
Load duration behavior, arising from creep-rupture, is one of the most significant effects distingui...
The effect of a cyclic thermal loading on the load-duration behavior of structural lumber in bending...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...
Select Structural, No. 2, and No. 3 Douglas-fir 2 by 4 specimens were tested in bending at several r...
This paper finalizes research on graded Douglas-fir 2 by 4 beams subjected to constant bending loads...
A duration of load study representing 13 years of testing was recently terminated. Preliminary resul...
The exponential damage model dα/dt = exp[-a + bσs(t)/σs] is used in this paper to describe duration-...
Douglas-fir 2 by 4 beams of different grades were tested under various constant-load levels in a con...
The effect of constant thermal loadings on the load-duration relationships for structural lumber in ...
The effect of cyclic moisture conditions on the load-duration behavior of structural lumber is prese...
The performance of structural wood members has proven to be generally satisfactory during dynamic lo...
The paper reports on ramp load and duration of load (DOL) tests of spruce solid wood subjected to te...
In this study, the duration-of-load (DOL) effect on the rolling shear strength of cross laminated ti...
Failure of pitched-tapered glulam beams in tension perpendicular to grain has been attributed to the...
An aligned strand, wood composite (ASC) material was subjected to a two year duration of load (DOL) ...
Load duration behavior, arising from creep-rupture, is one of the most significant effects distingui...
The effect of a cyclic thermal loading on the load-duration behavior of structural lumber in bending...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...