Andere Kunden interessierten sich auch für
![Limiting the Collateral Damage of SARS]( "Limiting the Collateral Damage of SARS")
Limiting the Collateral Damage of SARS44,99 €![Beyond the Rubble: Reinventing Concrete with Recycled Materials]( "Beyond the Rubble: Reinventing Concrete with Recycled Materials")
Beyond the Rubble: Reinventing Concrete with Recycled Materials29,99 €![The Impact of School Feeding Programme]( "The Impact of School Feeding Programme")
The Impact of School Feeding Programme26,99 €![Introduction to the Design of Reinforced Concrete Structures by the SBC]( "Introduction to the Design of Reinforced Concrete Structures by the SBC")
Introduction to the Design of Reinforced Concrete Structures by the SBC55,99 €![Saline soil problems and ways to reduce its damage]( "Saline soil problems and ways to reduce its damage")
Saline soil problems and ways to reduce its damage26,99 €![The Quantity of Materials in One Cubic Meter of Concrete]( "The Quantity of Materials in One Cubic Meter of Concrete")
The Quantity of Materials in One Cubic Meter of Concrete26,99 €![Harnessing the Strength of Glass Fibre Reinforced Concrete]( "Harnessing the Strength of Glass Fibre Reinforced Concrete")
Harnessing the Strength of Glass Fibre Reinforced Concrete29,99 €
The interest in this book was motivated by the difficulties encountered in studying the tensile and compressive failure observed in concrete beams with reinforcements. Employing cohesive models of fracture, the initiation and propagation of multiple cracks can be reproduced. However, the cumbersome computational effort involved prompted the scientific community to look for alternatives, which are not restricted by mesh distortion or artificial boundaries set for crack trajectories by the element interfaces. Here the meshfree methods gained importance in the fracture mechanics field. The book goes through a geometrical interpretation of the shape functions that is capable to deal with fast updates and improves the treatment of the boundary conditions. This is essential for their use in the damage models shown, based on the cohesive fracture of the material. This methodology is capable to reproduce distributed damage without any mesh restriction, allowing them to coalescence in thecracks that lead to the failure of the material. Validated with different geometries and loading rates, this method has influenced other numerical methodologies such as the FEMME multi-scale model.