Reference problem ===================== Geometry --------- .. image:: images/10000000000006D00000045D038EA9C41E28FA82.png :width: 5.8193in :height: 3.722in .. _RefImage_10000000000006D00000045D038EA9C41E28FA82.png: The test piece in the shape of a diabolo, represented in (a), is fixed to the loading system (b) by six pins equivalent to joints. The dimensions of the pieces are expressed in mm. **Test tube:** .. csv-table:: "thickness :math:`B` variable", ":math:`\mathrm{6,36};\mathrm{6,39};\mathrm{6,44}\mathrm{mm}`" "overall width", ":math:`98\mathrm{mm}`" "distance between pin axes", ":math:`74\mathrm{mm}`" "width of the central part", ":math:`6\mathrm{mm}`" "overall height", ":math:`84\mathrm{mm}`" "distance between pin centers", ":math:`31\mathrm{mm}`" "center height :math:`W` "," :math:`30\mathrm{mm}`" "crack length :math:`a` "," :math:`\mathrm{15,}18` or :math:`21\mathrm{mm}`" "ligament :math:`b=W-a` "," :math:`\mathrm{15,}12` or :math:`9\mathrm{mm}`" "pin hole diameter", ":math:`8\mathrm{mm}`" **Test tube holder:** .. csv-table:: "thickness", ":math:`25\mathrm{mm}`" "outside diameter", ":math:`190\mathrm{mm}`" "distance between the center of the room and the centers of the circular recesses", ":math:`\mathrm{40,3}\mathrm{mm}`" "radius of the recesses", ":math:`20\mathrm{mm}`" "diameter of the 2 holes where the loads are applied", ":math:`10\mathrm{mm}`" Material properties ------------------------ **Test tube:** The material is elastoplastic, of the Von Mises type, with isotropic work hardening, defined by a uniaxial tension curve. Young's module: :math:`E=\mathrm{74,2}\mathrm{GPa}` Poisson's ratio: :math:`\nu =\mathrm{0,32}` .. csv-table:: ":math:`E` tangent (:math:`\mathrm{GPa}`)", ":math:`\sigma ` uniaxial) (:math:`\mathrm{MPa}`)", ":math:`{\varepsilon }_{T}` uniaxial) (:math:`\text{\%}`)" "72.74", "334.6", "0.46" "50.69", "410.7", "0.61" "15.00", "431.6", "0.75" "4.75", "443.5", "1.00" "1.82", "480.0", "3.00" "0.80", "500.1", "5.50" "0.0017", "505.2", "300.0" **Test tube holder:** The material is isotropic linear elastic. Young's module: :math:`E=206\mathrm{GPa}` Poisson's ratio: :math:`\nu =\mathrm{0,3}` Boundary conditions and loading ------------------------------------ .. image:: images/1000000000000610000006829FF771F8573396BC.png :width: 3.6173in :height: 3.9854in .. _RefImage_1000000000000610000006829FF771F8573396BC.png: The specimen holder has a fixed point :math:`\mathrm{UX}=\mathrm{UY}=0` at the lower attachment hole and is subject to a vertical point loading applied to the variable upper attachment hole :math:`\mathrm{UX}=0`, :math:`\mathrm{FY}=P`. For crack length :math:`a/W=\mathrm{0,5}`: :math:`P` varies from: :math:`0N` to :math:`11772N` in 12 steps from :math:`981N` :math:`11772N` to :math:`19620N` in 16 steps from :math:`\mathrm{490,5}N` :math:`19620N` to :math:`23544N` in 20 steps from :math:`\mathrm{196,2}N` :math:`23544N` to :math:`25114N` in 16 steps from :math:`\mathrm{98,1}N`