Long-term fracture toughness of spruce, pine and Kerto LVL material has experimentally been determined. In mode II loading (forward shearing mode) an end-cracked beam specimen was used, while the compact tension specimen was used in mode I loading (opening mode). The specimens were exposed to a constant load, while the relative humidity was cyclically changed between 40 and 90 %. The length of a whole cycle was two weeks. In mode II loading the cyclical humidity conditions reduced the time to failure drastically in contrast to constant humidity conditions. For an end-cracked spruce beam loaded to 75 % of its short-term capacity the life time was reduced from 66 to 4 days. The duration of load effect is similar for pine material under cyclic...
The fracture problem due to the singular stresses arising from the sudden change of geometric proper...
Solid sawn southern pine lumber (2 x 10 and 2 x 12) and wood composite I-beams having machine stress...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...
Long-term fracture toughness of spruce, pine and Kerto LVL material has experimentally been determin...
The duration of load effect for the fracture thoughness in mode II loading (forward shearing mode) h...
A research study on the long term load effects of Kerto laminated veneer lumber (LVL) was carried ou...
Dead load tests of notched beams of Douglas-fir with the crack plane parallel-to-grain and the propa...
International audienceThe identification crack initiation and crack growth process is very important...
The paper reports on ramp load and duration of load (DOL) tests of spruce solid wood subjected to te...
Linear-elastic fracture mechanics has been applied extensively to wood. However, wood is not a perfe...
Critical stress intensity factors for air-dry Douglas fir were found to be 2200, 2450, 281, 373, 323...
A numerical and experimental study was performed to evaluate the critical strain energy release rate...
A duration of load study representing 13 years of testing was recently terminated. Preliminary resul...
In this second part of the test series, creep and long-term strength of curved and cambered glue- la...
For fracture caused by stress concentrations in beams, a crack is often at the origin of final ruptu...
The fracture problem due to the singular stresses arising from the sudden change of geometric proper...
Solid sawn southern pine lumber (2 x 10 and 2 x 12) and wood composite I-beams having machine stress...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...
Long-term fracture toughness of spruce, pine and Kerto LVL material has experimentally been determin...
The duration of load effect for the fracture thoughness in mode II loading (forward shearing mode) h...
A research study on the long term load effects of Kerto laminated veneer lumber (LVL) was carried ou...
Dead load tests of notched beams of Douglas-fir with the crack plane parallel-to-grain and the propa...
International audienceThe identification crack initiation and crack growth process is very important...
The paper reports on ramp load and duration of load (DOL) tests of spruce solid wood subjected to te...
Linear-elastic fracture mechanics has been applied extensively to wood. However, wood is not a perfe...
Critical stress intensity factors for air-dry Douglas fir were found to be 2200, 2450, 281, 373, 323...
A numerical and experimental study was performed to evaluate the critical strain energy release rate...
A duration of load study representing 13 years of testing was recently terminated. Preliminary resul...
In this second part of the test series, creep and long-term strength of curved and cambered glue- la...
For fracture caused by stress concentrations in beams, a crack is often at the origin of final ruptu...
The fracture problem due to the singular stresses arising from the sudden change of geometric proper...
Solid sawn southern pine lumber (2 x 10 and 2 x 12) and wood composite I-beams having machine stress...
The duration of load problem in wood subjected to stresses in tension perpendicular to the grain is ...