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user_manual:sesamx:functions_description:create_properties [2023/01/28 11:24] Ali Baba |
user_manual:sesamx:functions_description:create_properties [2023/01/28 14:54] Ali Baba [SOLID-ISOPARAM branch] |
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| * the Timoshenko beam property, | * the Timoshenko beam property, | ||
| * the MITC shell property, | * the MITC shell property, | ||
| - | * the isoparametric | + | * the isoparametric |
| * and the MITC solid property. | * and the MITC solid property. | ||
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| ==== TRUSS-STANDARD branch ==== | ==== TRUSS-STANDARD branch ==== | ||
| + | <label type=" | ||
| This branch is used to define a **truss property**. It is compatible with the LN2 element shape only. This property is used to model slender structures subjected to an axial load. | This branch is used to define a **truss property**. It is compatible with the LN2 element shape only. This property is used to model slender structures subjected to an axial load. | ||
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| ==== BEAM-TIMO branch ==== | ==== BEAM-TIMO branch ==== | ||
| + | <label type=" | ||
| This branch is used to define a **Timoshenko beam property**. It is compatible with the LN2 element shape only. This property is used to model slender structures subjected to an arbitrary loading (force and moment). **The Timoshenko beam element enables shear deformation**. This element is considered accurate for cross-section typical dimension less than $\cfrac{1}{8}$ of the beam length. | This branch is used to define a **Timoshenko beam property**. It is compatible with the LN2 element shape only. This property is used to model slender structures subjected to an arbitrary loading (force and moment). **The Timoshenko beam element enables shear deformation**. This element is considered accurate for cross-section typical dimension less than $\cfrac{1}{8}$ of the beam length. | ||
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| ==== SHELL-MITC branch ==== | ==== SHELL-MITC branch ==== | ||
| + | <label type=" | ||
| This branch is used to define a **MITC shell property**. It is compatible with the TR3 and QD4 element shapes only. This property is used to analyze thin structures subjected to an arbitrary loading (force and moment). **The structure can be flat or curved** and it should have one dimension smaller than the other 2. | This branch is used to define a **MITC shell property**. It is compatible with the TR3 and QD4 element shapes only. This property is used to analyze thin structures subjected to an arbitrary loading (force and moment). **The structure can be flat or curved** and it should have one dimension smaller than the other 2. | ||
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| ==== SOLID-ISOPARAM branch ==== | ==== SOLID-ISOPARAM branch ==== | ||
| + | <label type=" | ||
| - | This branch is used to define | + | This branch is used to define |
| < | < | ||
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| ==== SOLID-MITC branch ==== | ==== SOLID-MITC branch ==== | ||
| + | <label type=" | ||
| This branch is used to define a **MITC solid property**. It is compatible with the HE8 element shape only. This property is used to analyze arbitrary structures, and it does not embed particular assumption about the element behavior. | This branch is used to define a **MITC solid property**. It is compatible with the HE8 element shape only. This property is used to analyze arbitrary structures, and it does not embed particular assumption about the element behavior. | ||