ddcaca
Structural
- Sep 1, 2009
- 3
Hi all,
I am new here. I got a question in sequentially coupled thermo-stress analysis and hope your guys could offer me some help.
We are modelling bolted timber joints at elevated temperatures. Joints are loaded in tension and there are high-concentrated stresses at the interaction between bolts and wood holes. Plus, joints are exposed to fire on four sides. Wood is gonna char at 300C and the charred layer is assumed to have no stiffness and strength.
I plan to use the sequentially coupled thermo-stress method. First of all, a pure heat transfer analsys will be conducted. In the sequential stress analysis, material properties are temperature-dependent and the temperature will be loaded as a pre-defined varaiable based on the heat transfer analysis.
The challedge is that the char layer will be formed at the contact between bolts and wood holes. Because of its non-stiffness and strength of char(or very low), the deformation of the char layer in the sequential stress analysis must be severe and there will be a convergence problem at contact surfaces.
So I am looking for a solution to remove those elements of which the temperature is over 300C, prior to the stress analysis, either in Abaqus/Standard or Abaqus/Explict. In this case, bolts will contact with un-charred materials and the stress analysis will be performed without severe deformation of elements.
I looked into User's Manua of Abaqus but I didnt get any idea. Can anybody kindly give me some help? Or if you have some other solutions, please let me know. I will sincerely appreciate that.
Lei
I am new here. I got a question in sequentially coupled thermo-stress analysis and hope your guys could offer me some help.
We are modelling bolted timber joints at elevated temperatures. Joints are loaded in tension and there are high-concentrated stresses at the interaction between bolts and wood holes. Plus, joints are exposed to fire on four sides. Wood is gonna char at 300C and the charred layer is assumed to have no stiffness and strength.
I plan to use the sequentially coupled thermo-stress method. First of all, a pure heat transfer analsys will be conducted. In the sequential stress analysis, material properties are temperature-dependent and the temperature will be loaded as a pre-defined varaiable based on the heat transfer analysis.
The challedge is that the char layer will be formed at the contact between bolts and wood holes. Because of its non-stiffness and strength of char(or very low), the deformation of the char layer in the sequential stress analysis must be severe and there will be a convergence problem at contact surfaces.
So I am looking for a solution to remove those elements of which the temperature is over 300C, prior to the stress analysis, either in Abaqus/Standard or Abaqus/Explict. In this case, bolts will contact with un-charred materials and the stress analysis will be performed without severe deformation of elements.
I looked into User's Manua of Abaqus but I didnt get any idea. Can anybody kindly give me some help? Or if you have some other solutions, please let me know. I will sincerely appreciate that.
Lei