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The Mechanical Laboratory of Sousse Scientific Workshop

Submitted by vanos1989 on

The Mechanical Laboratory of Sousse (LMS) of the National School of Engineers of Sousse intends to organize annual scientific workshop on one of the four research themes identified by the laboratory teams. This first Workshop is proposed by the LMS team: “Fatigue of Materials and Structures”. The proposed theme is ” Mechanical performance of materials: From experiments to predictive approaches”.

The Mechanical Laboratory of Sousse Scientific Workshop

Submitted by vanos1989 on

The Mechanical Laboratory of Sousse (LMS) of the National School of Engineers of Sousse intends to organize annual scientific workshop on one of the four research themes identified by the laboratory teams. This first Workshop is proposed by the LMS team: “Fatigue of Materials and Structures”. The proposed theme is ” Mechanical performance of materials: From experiments to predictive approaches”.

How to develop a new constitutive model from scratch?

Submitted by Xiaogai Li on
Dear all  iMechanica,
 
I wonder if there is any good  material on constitutive modeling that explains how to develop a new constitutive model from scratch, e.g. from the experimental data say uniaxial tension and compression. Where should one start to develop a new constitutive model? What laws should the model obey? 
 

How to use non-dimensional form in open source codes instead of Units

Submitted by crg123 on
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I am using an open source FEM platform, which requires you to convert your equation system to non-dimensional form. So, there are no units specified for the parameters in the problem. If you use compatible input units, you should expect the output in matching unit - just like one would do in a normal python or C++ code for solving physical problems. I have an elasto-plastic dynamic problem to solve, and these are the parameters for the Drucker-Prager Soil Model for soft clay.

E = 5000000;                 // Young's Modulus in N/m^2 or Pa

Problem between diaphragm and embeded region in ABAQUS

Submitted by akram fetoh on
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Hello every one,

I am modeling a core (C shape) subjected to lateral load. I used embeded region constraint to contact steel bars and stirrups to the solid core. Then i want to apply the load at one end of core, but i need to contact all points in this end with a diaphragm to take the effect of the slab which aren't modeled. But i thing that ABAQUS doesn't permit to use two constraints at the same point. So what can i do to constrain the steel bars to core and also to constrain all points at one end with a diaphragm.

Thanks in advance

Rectangular frame calculation by beam finite elements

Submitted by Arifdjanov Abdulla on

Beam elements are very widely used in structural engineering. Here we consider the methodology for calculating the rectangular frames with articulated or rigid nodes. The load is evenly distributed and concentrated.  The result is exactly the same with the results of the method of force and displacement method. A practical example of the calculation of the frame. The input data for the program will be the number of items and the number of degrees of freedom, geometrical and physical characteristics as well as the degrees of freedom of information for each item.

Journal Club for October 2016: Roughness evolution of biomaterial surfaces

Submitted by Henry Tan on

As an example, here we discuss implant-associated infection from the mechanics point of view on bacteria adhesion affected by the biomaterial surface roughness:

1.    Implant-associated infection, a leading cause of failure in many biomedical devices, is caused by adhesion of bacteria to the surface of biomaterials. Implant-associated infection is difficult to treat, for example, joint replacement infections may occur deep around the artificial implants.

Elastic-plastic analysis by 4 nodes isoparametric finite element. Theory Mises

Submitted by Arifdjanov Abdulla on

 The relationship between the strains and stresses will be considered based on the premise that for every increment of load deformation occurs, consisting of two parts - the elastic and plastic

 The program of calculation by finite element method. Basis of its program described in the work [Siratori, T. Miesi, and Kh. Matsushita,Numerical Mechanics of Fracture], which has implemented the theory of plastic flow and deformation theory. The plastic problem is solved by the incremental method of loading, with each increment of load shifted one element to the plastic zone.