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When is strong and when is weak by using extended finite element method?

Submitted by pfliu@zju.edu.cn on

As we know, the extended finite element method has been well used to simulate the localization band propagation and crack propagation without remeshing. It can deal with both strong discontinuity problems (displacement discontinuity) and weak discontinuity problems (strain or acceleration discontinuity). Now, I have always a question: when is strong and when is weak discontinuity using XFEM? In other words, what is the difference for the interpolation function and level set function or other function between strong and weak discontinuity? Thanks.

Liu pengfei

Modelling fracture of graphene using Griffith’s criterion and quantized fracture mechanics

Submitted by Nuwan Dewapriya on

In armchair graphene sheets, crack propagates perpendicular to the applied strain, whereas crack propagation in zigzag sheets occurs at an angle to the straining direction. This occurs due to different bond structure along armchair and zigzag directions as shown in Fig. 1. Videos 1 and 2 show the fracture of armchair and zigzag sheets, respectively.

 

Fig. 1: Armchair and zigzag directions of graohene

Heating patterns in English homes: national survey vs common model assumptions

Submitted by Laure Ballu on

Hightlights of this open access article published in Building and Environment:

• Building stock models need to revise some of their assumptions on space heating.

• Weekends and weekdays are similar in their heating pattern and duration.

• Estimated heating demand temperature is slightly lower than the assumed 21 °C.

• Homes differ widely in their hours of heating and their demand temperature.