Research Article

Anisotropy Effect of Masonry on the Behaviour and Bearing Capacity of Masonry Walls

Table 4

Adopted basic material parameters for concrete, reinforcement, and contact elements.

ParametersUnitConcreteReinforcementContact elements

Elasticity modulusMPa30 500210 00030 500
Shear modulusMPa13 260  
Compressive strengthMPa2556025
Tensile strengthMPa2.55600