| (One intermediate revision by one other user not shown) | |||
| Line 1: | Line 1: | ||
| + | ==Abstract== | ||
| + | The phase-field approach to predicting crack initiation and propagation relies on a damage accumulation function to describe the phase, or state, of fracturing material. The material is in some phase between either completely undamaged or completely cracked. A continuous transition between the two extremes of undamaged and completely fractured material allows cracks to be modeled without explicit tracking of discontinuities in the geometry or displacement fields. A significant feature of these models is that the behavior of the crack is completely determined by a coupled system of partial differential equations. There are no additional calculations needed to determine crack nucleation, bifurcation, and merging. | ||
| + | In this presentation, we will review our current work on applying second-order and fourth-order phase-field models to quasi-static and dynamic fracture of brittle and ductile materials, within the framework of isogeometric analysis. We will present results for several two- and three-dimensional problems to demonstrate the ability of the phase-field models to capture complex crack propagation patterns. | ||
| + | |||
| + | For background describing our work on brittle fracture, the reader is urged to consult references [<span id='cite-1'></span>[[#1|1]]] and [<span id='cite-2'></span>[[#2|2]]]. | ||
| + | |||
| + | == Recording of the presentation == | ||
{| style="font-size:120%; color: #222222; border: 1px solid darkgray; background: #f3f3f3; table-layout: fixed; width:100%;" | {| style="font-size:120%; color: #222222; border: 1px solid darkgray; background: #f3f3f3; table-layout: fixed; width:100%;" | ||
| − | |||
| − | |||
|- | |- | ||
| {{#evt:service=youtube|id=https://www.youtube.com/watch?v=JwaH1QDJs68|alignment=center}} | | {{#evt:service=youtube|id=https://www.youtube.com/watch?v=JwaH1QDJs68|alignment=center}} | ||
| Line 9: | Line 14: | ||
| Date: 1 - 3 September 2015, Barcelona, Spain. | | Date: 1 - 3 September 2015, Barcelona, Spain. | ||
|} | |} | ||
| − | |||
== General Information == | == General Information == | ||
* Location: Technical University of Catalonia (UPC), Barcelona, Spain. | * Location: Technical University of Catalonia (UPC), Barcelona, Spain. | ||
* Date: 1 - 3 September 2015 | * Date: 1 - 3 September 2015 | ||
| − | * Secretariat: [//www.cimne.com/ CIMNE] | + | * Secretariat: [//www.cimne.com/ International Center for Numerical Methods in Engineering (CIMNE)]. |
== External Links == | == External Links == | ||
* [//congress.cimne.com/complas2015/frontal/default.asp Complas XIII] Official Website of the Conference. | * [//congress.cimne.com/complas2015/frontal/default.asp Complas XIII] Official Website of the Conference. | ||
* [//www.cimnemultimediachannel.com/ CIMNE Multimedia Channel] | * [//www.cimnemultimediachannel.com/ CIMNE Multimedia Channel] | ||
| + | |||
| + | ==References== | ||
| + | <div id="1"></div> | ||
| + | [[#cite-1|[1]]] M.J. Borden, C.V. Verhoosel, M.A. Scott, T.J.R. Hughes, and C.M. Landis, A phase-field | ||
| + | description of dynamic brittle fracture, Computer Methods in Applied Mechanics and | ||
| + | Engineering, Vol’s. 217-220, (1 April 2012) 77-95. | ||
| + | <div id="2"></div> | ||
| + | [[#cite-2|[2]]] M.J. Borden, T.J.R. Hughes, C.M. Landis, and C.V. Verhoosel, A higher-order phase-field | ||
| + | model for brittle fracture: Formulation and analysis within the isogeometric analysis | ||
| + | framework, Computer Methods in Applied Mechanics and Engineering, Vol. 273, (1 May 2014) | ||
| + | 100-118. | ||
Latest revision as of 14:26, 19 July 2016
Abstract
The phase-field approach to predicting crack initiation and propagation relies on a damage accumulation function to describe the phase, or state, of fracturing material. The material is in some phase between either completely undamaged or completely cracked. A continuous transition between the two extremes of undamaged and completely fractured material allows cracks to be modeled without explicit tracking of discontinuities in the geometry or displacement fields. A significant feature of these models is that the behavior of the crack is completely determined by a coupled system of partial differential equations. There are no additional calculations needed to determine crack nucleation, bifurcation, and merging. In this presentation, we will review our current work on applying second-order and fourth-order phase-field models to quasi-static and dynamic fracture of brittle and ductile materials, within the framework of isogeometric analysis. We will present results for several two- and three-dimensional problems to demonstrate the ability of the phase-field models to capture complex crack propagation patterns.
For background describing our work on brittle fracture, the reader is urged to consult references [1] and [2].
Recording of the presentation
| Location: Technical University of Catalonia (UPC), Vertex Building. |
| Date: 1 - 3 September 2015, Barcelona, Spain. |
General Information
- Location: Technical University of Catalonia (UPC), Barcelona, Spain.
- Date: 1 - 3 September 2015
- Secretariat: International Center for Numerical Methods in Engineering (CIMNE).
External Links
- Complas XIII Official Website of the Conference.
- CIMNE Multimedia Channel
References
[1] M.J. Borden, C.V. Verhoosel, M.A. Scott, T.J.R. Hughes, and C.M. Landis, A phase-field description of dynamic brittle fracture, Computer Methods in Applied Mechanics and Engineering, Vol’s. 217-220, (1 April 2012) 77-95.
[2] M.J. Borden, T.J.R. Hughes, C.M. Landis, and C.V. Verhoosel, A higher-order phase-field model for brittle fracture: Formulation and analysis within the isogeometric analysis framework, Computer Methods in Applied Mechanics and Engineering, Vol. 273, (1 May 2014) 100-118.
Document information
Published on 07/06/16
Licence: CC BY-NC-SA license
Share this document
claim authorship
Are you one of the authors of this document?