Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Stresses in the vicinity of the crack tips are responsible for failure of crack-containing components. The singular stress contribution is characterised by the stress intensity factor K, the first regular stress term is represented by the so-called T-stress. Whereas in the main volume, IKM 50, predominantly one-dimensional cracks were considered in homogeneous materials, this supplement volume compiles new results on one-dimensional and two-dimensional cracks.

Cracks --- Fracture Mechanics

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Cracks --- Deformation --- Buckling

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Concrete cracks [Reinforced-] --- Concrete creep testing

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Failure of cracked components is governed by the stresses in the vicinity of the crack tip. The singular stress contribution is characterised by the stress intensity factor K, the first regular stress term is represented by the so-called T-stress. Sufficient information about the stress state is available, if these two parameters are known Results for K and T are compiled in form of figures, tables, and approximate relations.

Cracks --- stress intensity factor --- stress fields --- T-stress --- fracture mechanics

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

Concrete fire resistance --- Concrete crack repairing --- Concrete cracks [Causes] --- Concrete crack control