Numerical Modeling of Concrete Cracking [recurso electrónico] / edited by Günter Hofstetter, Günther Meschke.
Tipo de material:
TextoSeries CISM International Centre for Mechanical Sciences ; 532Editor: Vienna : Springer Vienna, 2011Descripción: VIII, 328 p. online resourceTipo de contenido: text Tipo de medio: computer Tipo de portador: online resourceISBN: 9783709108970Tema(s): Engineering | Computer science | Building construction | Materials | Engineering | Building Materials | Computational Science and Engineering | Structural MaterialsFormatos físicos adicionales: Printed edition:: Sin títuloClasificación CDD: 691 Clasificación LoC:TA401-492Recursos en línea: Libro electrónico
En: Springer eBooksResumen: The book presents the underlying theories of the different approaches for modeling cracking of concrete and provides a critical survey of the state-of-the-art in computational concrete mechanics. It covers a broad spectrum of topics related to modeling of cracks, including continuum-based and discrete crack models, meso-scale models, advanced discretization strategies to capture evolving cracks based on the concept of finite elements with embedded discontinuities and on the extended finite element method, and extensions to coupled problems such a hygro-mechanical problems as required in computational durability analyses of concrete structures.
| Tipo de ítem | Biblioteca actual | Colección | Signatura | Copia número | Estado | Fecha de vencimiento | Código de barras |
|---|---|---|---|---|---|---|---|
| Libro Electrónico | Biblioteca Electrónica | Colección de Libros Electrónicos | TA401 -492 (Browse shelf(Abre debajo)) | 1 | No para préstamo | 377006-2001 |
The book presents the underlying theories of the different approaches for modeling cracking of concrete and provides a critical survey of the state-of-the-art in computational concrete mechanics. It covers a broad spectrum of topics related to modeling of cracks, including continuum-based and discrete crack models, meso-scale models, advanced discretization strategies to capture evolving cracks based on the concept of finite elements with embedded discontinuities and on the extended finite element method, and extensions to coupled problems such a hygro-mechanical problems as required in computational durability analyses of concrete structures.
19
