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#```{dropdown} Statics of Structures
```{dropdown} Statics of Structures
|Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks |
|:------|:--------|:------------------|:---------------------------|
Expand All @@ -25,11 +25,11 @@ Although the OER for mechanics is sufficient, it is difficult to find sources th
| | Interpret the interplay of forces from a given N-, V- and M-line <details><summary>➤ Student can:</summary>- Find the shear diagram from a moment diagram <br>- Find the normal diagram from a shear diagram<br></details> | - [Shear and moment diagrams](https://www.degreetutors.com/shear-and-moment-diagrams/)[^15]<br>- [Axial, shear and moment diagram example calculations](https://structnotes.com/2018/06/22/axial-shear-moment-diagrams/)[^16] |- Shear and moment diagrams: until chapter 5
| | Checking the equilibrium of forces and moments of nodes <details><summary>➤ Student can:</summary>- Do a simple hand calculation to check for node equilibrium</details> | [Trusses and frames](https://engineeringstatics.org/Chapter_06-trusses)[^17] |Start from "Trusses" in chapter 6 and do the exercises (ignore 'Machines')
| | Principle of virtual work (alternative formulation for equilibrium) <details><summary>➤ Student can:</summary>- Do a simple hand calculation using virtual work to calculate internal forces </details> |[Virtual work](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/arbeid_en_energie/files/les_1UK.pdf)[^18] |Read from page 3 to page 12|
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#```{dropdown} Mechanics of Materials
```{dropdown} Mechanics of Materials
|Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks |
|:------|:--------|:------------------|:---------------------------|
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| | Deformations by bending, diff. equation, "forget-me-nots" <details><summary>➤ Student can:</summary>- Use the forget-me-nots formulas to find the deformation of a beam for different types of loads </details> |[Bending deflection](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read from chapter 7 to 7.3
| | Moment-area theorem <details><summary>➤ Student can:</summary>- Use the Moment-area theorem to find the deformation of a beam for different types of loads </details> |[Moment-area theory](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.4
| | Introduction statically indetermined systems <details><summary>➤ Student can:</summary>- Identify statically indetermined systems </details> |[Statically Indeterminate Beams](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.5|
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#```{dropdown} Solid mechanics / Structural analysis
```{dropdown} Solid mechanics / Structural analysis
|Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks |
|:------|:--------|:------------------|:---------------------------|
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| | Non-linear material behaviour <details><summary>➤ Student can:</summary>- Identify the non-linear material behaviour for construction materials (mainly concrete and steel)</details> |[Non-linear material behaviour](https://enterfea.com/difference-between-linear-and-nonlinear-elastic-material/)[^34] |
| | Three dimensional stresses and strains, isotropy, invariants, deviators <details><summary>➤ Student can:</summary>- Calculate the stresses and strains of a cross-section in 3D</details> |[Stresses in 3D](https://icozct.tudelft.nl/TUD_CT/CT4145/collegestof/files/CT4145Lecture_Notes-version7.pdf)[^19] |Read from chapters 1 to 4
| | Failure criteria of Tresca and Von Mises <details><summary>➤ Student can:</summary>- Identify the failure criteria of Tresca and Von Mises</details> |[Failure models](https://icozct.tudelft.nl/TUD_CT/CT4145/collegestof/files/CT4145Lecture_Notes-version7.pdf)[^19] |Read chapter 6
| | Numerical methods for structural analysis (use of framework software) <details><summary>➤Student can:</summary>- Use a software to do structural engineering calculations</details> |None needed |Student is familiar with engineering programs that use the Finite Element Method (FEM) to present results according to a given input|
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| | Numerical methods for structural analysis (use of framework software) <details><summary>➤ Student can:</summary>- Use a software to do structural engineering calculations</details> |None needed |Student is familiar with engineering programs that use the Finite Element Method (FEM) to present results according to a given input|
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#```{dropdown} Dynamics
```{dropdown} Dynamics
|Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks |
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| | Mechanical systems with two degrees of freedom (2DOF), without damping <details><summary>➤ Student can:</summary>- Formulate equations of motion with 2DOF systems for free and forced vibration <br>- Apply initial conditions <br>- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads </details> |[2DOF: undamped](https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/free-vibrations-of-two-degree-of-freedom-systems-2/)[^38] |
| | Formulate equations of motion (mass matrix, stiffness matrix) <details><summary>➤ Student can:</summary>- Formulate mass matrix for 2DOF systems <br>- Formulate stiffness matrix for 2DOF systems </details> |[2DOF: undamped](https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/free-vibrations-of-two-degree-of-freedom-systems-2/)[^39] |Start from topic 8.1.1
| | Determination of eigenfrequencies and eigenperiods. Forced response for harmonic loads |[2DOF: forced vibration](https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/forced-vibrations-of-undamped-two-degree-of-freedom-systems/)[^40] | |
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