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fracture

Crack thickness

Submitted by Konstantin Volokh on

Macroscopic
cracks do not appear as a result of an ideal separation of two adjacent atomic
layers. Just the opposite, cracks appear as a result of the development of
multiple micro-cracks triggered by the massive breakage of atomic bonds. The microcracking
and the bond breakage are not confined to two neighbor atomic planes: the
process involves thousands atomic planes within the representative characteristic
volume of size h. This size defines the width (not the lenth) of the damage
localization zone and it can be called the crack thickness. The knowledge of

Lattice Modeling of Chloride Diffusion in Sound and Cracked Concrete

Submitted by shavijabranko on

Our paper titled "Lattice modeling of chloride diffusion in sound and cracked concrete" has been accepted for publication by Cement and Concrete Composites journal. It deals with numerical modeling of chloride transport coupled with fracture. Registered subscribers can download the paper at http://www.sciencedirect.com/science/article/pii/S0958946513000899 .

Why not Gurson-Tvergaard-Needleman void growth model for plate impact simulations?

Submitted by sivaprasad.avs on

Can someone answer me if Gurson-Tvergaard-Needleman void growth model is not suitable for flyer-plate impact simulations? I have come across some papers who have derived void growth equations to simulate fracture in ductile mateials like OFHC copper etc., subject to plate impact (uniaxial strain high strian rate loading). I have attached 3 of them. But none of them have used Gurson's yield function. I did not find any explanation if GTN model has any drawbacks in simulating spallation phenomena found in plate impact simulations.

Numerical Simulation of Particle Stress and Fracture using FEMDEM: Application to Process Catalysts

Submitted by marigom on

Numerical
Simulation of Particle Stress and Fracture using FEMDEM: Application to Process
Catalysts

Johnson
Matthey CASE/EPSRC PhD Studentship Award- Duration 36 months

 

Supervision:

Dr JP Latham, Dr Jiansheng Xiang

Industry Contacts:

Principal Investigator - Dr Michele Marigo

Co-investigators - Dr Mikael Carlsson, Prof Hugh Stitt

Durability of Reinforced concrete from Composition to Protection

Submitted by shavijabranko on

The 6th International PhD Student Workshop on Durability of Reinforced
Concrete will be held in Delft, The Netherlands, during July 4 and 5,
2013, hosted by TUDelft. After a series of successful workshops, most
recently in Espoo (2012), Madrid (2010) and Guimarães (2009), IPSW2013
will be held under the auspices of RILEM EAC (Educational Activities
Committee), aiming to bring together young researchers in the field of
durability of concrete.

This workshop, aimed at PhD students dealing with concrete durability (in a broad sense), is free of charge.

characteristic Length

Submitted by m0435117 on

Hi

 

is there a way to get the characteristic length of one element? I wanna calculate xult (when the element is cracked, fracutred..). 

 I use the concrete damage plasticity model and after reaching the tensile strength i assume a linear softening with fracture energy.

 

Input are:

   Young´s modulus

   max. tensile strength

   fracture energy

 

Outpu:

   when do i reach xult or what is the plastic strain equivalent