The Myth of Softening behavior of the Cohesive Zone Model Exact derivation of yield drop behavior of wood

It is shown that the postulate of strain softening of the fracture stress is based on the error to regard the nominal stress to be the actual, ultimate stress, at the actual area of the fracture plan. Strain sof-tening called yield drop is elastic unloading of the actual elastic stress at the intact, not ltimate, elas-tic loaded part of the...

Material model for wood

Wood is highly anisotropic and shows ductile behaviour in compression and brittle behaviour in tension and shear where both failure modes can occur simultaneously. A 3D material model for wood based on the concepts of continuum damage mechanics was developed. A material subroutine containing the developed model was implemented into a standard FE...

Mechanical behaviour of timber joints with slotted-in steel plates

Timber joints are a key part of timber structures. Their reliable performance is a prerequisite to successful timber construction. The structural loadbearing behaviour of timber joints is mechanically complex and difficult to predict. Although numerical tools are currently available, these do not consider all anisotropic aspects of timber....