diff --git a/book/contents/mechanics.md b/book/contents/mechanics.md index a7b36bc..6def486 100644 --- a/book/contents/mechanics.md +++ b/book/contents/mechanics.md @@ -9,80 +9,79 @@ Although the OER for mechanics is sufficient, it is difficult to find sources th --- -```{dropdown} Statics of Structures +#```{dropdown} Statics of Structures |Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks | |:------|:--------|:------------------|:---------------------------| -| Statics of structures
[CTB1110](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=45038)
[CTB1310](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=42401&SIS_SwitchLang=nl) | Composing and decomposing forces, both analytically and graphically
Student can : - Compose and decompose inclined forces analytically and graphically
|[Worked examples](https://study.com/skill/learn/decomposing-two-or-more-forces-acting-on-an-object-in-arbitrary-directions-into-perpendicular-components-explanation.html)[^2] |Do not watch video -| | Statically equivalent force systems, moment of a force, couples, equilibrium of moments and forces
Student can : Find the equilibrium forces and moments working on a rigid body or an equivalent system
|- [Statically Equivalent Systems](https://engineeringstatics.org/statically-equivalent-systems.html)[^3]
- [Rigid Body Equilibrium](https://engineeringstatics.org/Chapter_05.html)[^4] |For Rigid body: go through chapter 5 and see if you can make the exercises -| | Loads, schematization and reality
Student can : - Identify and schematize different types of loads workong on structures
- Make a distinguish between live loads and variable loads
|[Types of Loads on beams](https://www.structuralbasics.com/loads-on-beams/)[^5] | -| | Structures, structural elements, connections, support conditions
Student can : - Identify and schematize different elements in a structure
- Is familiar with different types of connections
- Schematize support conditions for different elements in structures
|- [Structural elements](https://theconstructor.org/building/12-basic-components-building-structure/34024/)[^6]
- [Connections](https://civilengineeringx.com/bdac/types-of-beam-connections/)[^7]
- [Support conditions](https://skyciv.com/docs/tutorials/beam-tutorials/types-of-supports-in-structural-analysis/)[^8] |- Connections: Ignore content and go through topics from 'Types of Beam Connections' to 'Simple, Rigid, and Semirigid Connections' -| | Kinematically determined systems (form/fixed constructions) and kinematically indeterminate systems (mechanisms); statically determinate/ indeterminate structures, degree of static indeterminacy
Student can : - Identify kinematically determined systems
- Identify kinematically indetermined systems
|[Statically determinate & indeterminate structures](http://welleman.one/Hans/BmS/pdf/part1.pdf)[^9] |Go through lecture -| | Calculation of member forces in (flat) trusses:
- From the force equilibrium of a released node
- From the balance of forces and moments of a released part of the truss (cutting method)
Student can : Do simple hand calculations to determine all member forces in a truss and frame by node equalibrium or by using the 'cutting method'
|[Trusses and frames](https://engineeringstatics.org/Chapter_06-trusses)[^10] |Start from "Trusses" in chapter 6 and do the exercises (ignore 'Machines') -| |Definitions, notations and sign conventions for
- Normal force (N)
- Shear force (V)
- Bending moment (M) and torsion moment (Mw)
Student can :- Identify the difference between normal force, shear force, bending moment and torsion moment
- Can do simple hand calclulation to find these internal forces in a simple element
|- [Torsion](https://structurescentre.com/designing-for-torsion-in-steel-elements-to-ec3/)[^11]
- [ Types of internal forces](https://pressbooks.library.upei.ca/statics/chapter/3-types-of-internal-forces/#:~:text=There%20are%203%20types%20of,applied%20loads%20and%20applied%20moments)[^12] | - Types of internal forces: read until 6.1.2 -| | Euler-Bernoulli beam theory
Student can :- Identify the equilibrium of a bar element
- Is familiar with distortion signs
- Identify differential relations
- Calculate the N, V and M line for straight bars
- Identify the relationship between M-line, V-line and distributed load
|[Euler-Bernoulli beam bending](https://icozct.tudelft.nl/TUD_CT/CM5/collegestof/files/notes.pdf)[^13] |Go through chapters 1 and 2 -| | Moment, shear and normal force diagrams
Student can :- Calculate and draw the normal force diagram for different types of loads
- Calculate and draw the shear force diagram for different types of loads
- Calculate and draw the bending moment diagram for different types of loads
- Identify the difference in calculation between normal structures and composite structures
|- [Internal forces in beams and frames](https://temple.manifoldapp.org/read/structural-analysis/section/5d69c8ec-ec05-476a-9ddd-6228f190b8a9)[^14] |- Revise theory if needed
- Go through examples with metric units (begin from example 4.2) -| | Interpret the interplay of forces from a given N-, V- and M-line
Student can :- Find the shear diagram from a moment diagram
- Find the normal diagram from a shear diagram
| - [Shear and moment diagrams](https://www.degreetutors.com/shear-and-moment-diagrams/)[^15]
- [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
Student can :- Do a simple hand calculation to check for node equilibrium
| [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)
Student can :- Do a simple hand calculation using virtual work to calculate internal forces
|[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| -``` +| Statics of structures
[CTB1110](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=45038)
[CTB1310](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=42401&SIS_SwitchLang=nl) | Composing and decomposing forces, both analytically and graphically
➤ Student can: - Compose and decompose inclined forces analytically and graphically
|[Worked examples](https://study.com/skill/learn/decomposing-two-or-more-forces-acting-on-an-object-in-arbitrary-directions-into-perpendicular-components-explanation.html)[^2] |Do not watch video +| | Statically equivalent force systems, moment of a force, couples, equilibrium of moments and forces
➤ Student can: Find the equilibrium forces and moments working on a rigid body or an equivalent system
|- [Statically Equivalent Systems](https://engineeringstatics.org/statically-equivalent-systems.html)[^3]
- [Rigid Body Equilibrium](https://engineeringstatics.org/Chapter_05.html)[^4] |For Rigid body: go through chapter 5 and see if you can make the exercises +| | Loads, schematization and reality
➤ Student can: - Identify and schematize different types of loads workong on structures
- Make a distinguish between live loads and variable loads
|[Types of Loads on beams](https://www.structuralbasics.com/loads-on-beams/)[^5] | +| | Structures, structural elements, connections, support conditions
➤ Student can: - Identify and schematize different elements in a structure
- Is familiar with different types of connections
- Schematize support conditions for different elements in structures
|- [Structural elements](https://theconstructor.org/building/12-basic-components-building-structure/34024/)[^6]
- [Connections](https://civilengineeringx.com/bdac/types-of-beam-connections/)[^7]
- [Support conditions](https://skyciv.com/docs/tutorials/beam-tutorials/types-of-supports-in-structural-analysis/)[^8] |- Connections: Ignore content and go through topics from 'Types of Beam Connections' to 'Simple, Rigid, and Semirigid Connections' +| | Kinematically determined systems (form/fixed constructions) and kinematically indeterminate systems (mechanisms); statically determinate/ indeterminate structures, degree of static indeterminacy
➤ Student can: - Identify kinematically determined systems
- Identify kinematically indetermined systems
|[Statically determinate & indeterminate structures](http://welleman.one/Hans/BmS/pdf/part1.pdf)[^9] |Go through lecture +| | Calculation of member forces in (flat) trusses:
- From the force equilibrium of a released node
- From the balance of forces and moments of a released part of the truss (cutting method)
➤ Student can: Do simple hand calculations to determine all member forces in a truss and frame by node equalibrium or by using the 'cutting method'
|[Trusses and frames](https://engineeringstatics.org/Chapter_06-trusses)[^10] |Start from "Trusses" in chapter 6 and do the exercises (ignore 'Machines') +| |Definitions, notations and sign conventions for
- Normal force (N)
- Shear force (V)
- Bending moment (M) and torsion moment (Mw)
➤ Student can:- Identify the difference between normal force, shear force, bending moment and torsion moment
- Can do simple hand calclulation to find these internal forces in a simple element
|- [Torsion](https://structurescentre.com/designing-for-torsion-in-steel-elements-to-ec3/)[^11]
- [ Types of internal forces](https://pressbooks.library.upei.ca/statics/chapter/3-types-of-internal-forces/#:~:text=There%20are%203%20types%20of,applied%20loads%20and%20applied%20moments)[^12] | - Types of internal forces: read until 6.1.2 +| | Euler-Bernoulli beam theory
➤ Student can:- Identify the equilibrium of a bar element
- Is familiar with distortion signs
- Identify differential relations
- Calculate the N, V and M line for straight bars
- Identify the relationship between M-line, V-line and distributed load
|[Euler-Bernoulli beam bending](https://icozct.tudelft.nl/TUD_CT/CM5/collegestof/files/notes.pdf)[^13] |Go through chapters 1 and 2 +| | Moment, shear and normal force diagrams
➤ Student can:- Calculate and draw the normal force diagram for different types of loads
- Calculate and draw the shear force diagram for different types of loads
- Calculate and draw the bending moment diagram for different types of loads
- Identify the difference in calculation between normal structures and composite structures
|- [Internal forces in beams and frames](https://temple.manifoldapp.org/read/structural-analysis/section/5d69c8ec-ec05-476a-9ddd-6228f190b8a9)[^14] |- Revise theory if needed
- Go through examples with metric units (begin from example 4.2) +| | Interpret the interplay of forces from a given N-, V- and M-line
➤ Student can:- Find the shear diagram from a moment diagram
- Find the normal diagram from a shear diagram
| - [Shear and moment diagrams](https://www.degreetutors.com/shear-and-moment-diagrams/)[^15]
- [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
➤ Student can:- Do a simple hand calculation to check for node equilibrium
| [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)
➤ Student can:- Do a simple hand calculation using virtual work to calculate internal forces
|[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| +#``` --- -```{dropdown} Mechanics of Materials +#```{dropdown} Mechanics of Materials |Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks | |:------|:--------|:------------------|:---------------------------| -| Mechanics of materials
[CTB1310](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=42401&SIS_SwitchLang=nl) | Stresses and strains, notations and sign and drawing conventions
Student can :- Do a simple hand calculation to find the stresses and strains in a cross-section
| [Stresses and strains](https://icozct.tudelft.nl/TUD_CT/CT4145/collegestof/files/CT4145Lecture_Notes-version7.pdf)[^19] |Go through chapter 1 -| | Linear-elastic material behaviour
Student can :- Identify the linear-elastic properties of construction material (mainly concrete and steel)
|[Linear Elastic Materials](https://www.simscale.com/docs/simulation-setup/materials/linear-elastic-materials/#:~:text=A%20linear%20elastic%20material%20is,the%20strains%20in%20the%20material.)[^20] | -| |Cross sectional properties, centroid, normal plane, surface area, first and second moments of inertia, section modulus
Student can :- Do a simple hand calculation to find the moment of inertia for different cross-sections
- Do a simple hand calculation to find different properties of a cross-section
|[Cross section different properties](https://mechanicalc.com/reference/cross-sections)[^21] | +| Mechanics of materials
[CTB1310](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=42401&SIS_SwitchLang=nl) | Stresses and strains, notations and sign and drawing conventions
➤ Student can:- Do a simple hand calculation to find the stresses and strains in a cross-section
| [Stresses and strains](https://icozct.tudelft.nl/TUD_CT/CT4145/collegestof/files/CT4145Lecture_Notes-version7.pdf)[^19] |Go through chapter 1 +| | Linear-elastic material behaviour
➤ Student can:- Identify the linear-elastic properties of construction material (mainly concrete and steel)
|[Linear Elastic Materials](https://www.simscale.com/docs/simulation-setup/materials/linear-elastic-materials/#:~:text=A%20linear%20elastic%20material%20is,the%20strains%20in%20the%20material.)[^20] | +| |Cross sectional properties, centroid, normal plane, surface area, first and second moments of inertia, section modulus
➤ Student can:- Do a simple hand calculation to find the moment of inertia for different cross-sections
- Do a simple hand calculation to find different properties of a cross-section
|[Cross section different properties](https://mechanicalc.com/reference/cross-sections)[^21] | | | The "fiber" model for a beam subject to bending and/or extension
Student is:- Familiar with the 'fiber' model of a beam subject to bending and/or extension
| [Fiber model](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapter 1.1 -| | Calculation cross-sectional forces if stresses are given
Student can:- Do simple hand calculation to find the normal force and shear force working on a cross-section from given stresses
|[Unsymmetrical and/or inhomogeneous cross section](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les1-2%20-%20UK.pdf)[^23] | -| | Stiffness under tension, under bending, curvature
Student can:- Identify what the curvature of a beam is
- Do simple hand calculation to find the deformation of a beam under tension or bending moment
|-[Axial stiffness](https://sbainvent.com/strength-of-materials/axial-loading/axial-stiffness/)[^24]
-[Bending stiffness](https://mechcontent.com/flexural-rigidity/)[^25] | -| | Schematization of beam to center line, axis of the beam, equations for stresses and strains under extensions and/or bending
Student can:- Identify the required formulas to calculate the stresses and strains under extension and/or bending moment
| [Unsymmetrical and/or inhomogeneous cross section](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les1-2%20-%20UK.pdf)[^23] | -| | Kinematic and constitutive relations
Student can:- Identify the kinematic and constitutive relations of cross-sections
|[Kinematic and constitutive relations](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapters 1.2.1 and 1.2.2 -| | Differential equations for extension and bending, boundary conditions
Student can:- Identify the differential equations for extension and bending moment
|[Related differential equations ](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapters 1.2.3 and 1.2.4 +| | Calculation cross-sectional forces if stresses are given
➤ Student can:- Do simple hand calculation to find the normal force and shear force working on a cross-section from given stresses
|[Unsymmetrical and/or inhomogeneous cross section](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les1-2%20-%20UK.pdf)[^23] | +| | Stiffness under tension, under bending, curvature
➤ Student can:- Identify what the curvature of a beam is
- Do simple hand calculation to find the deformation of a beam under tension or bending moment
|-[Axial stiffness](https://sbainvent.com/strength-of-materials/axial-loading/axial-stiffness/)[^24]
-[Bending stiffness](https://mechcontent.com/flexural-rigidity/)[^25] | +| | Schematization of beam to center line, axis of the beam, equations for stresses and strains under extensions and/or bending
➤ Student can:- Identify the required formulas to calculate the stresses and strains under extension and/or bending moment
| [Unsymmetrical and/or inhomogeneous cross section](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les1-2%20-%20UK.pdf)[^23] | +| | Kinematic and constitutive relations
➤ Student can:- Identify the kinematic and constitutive relations of cross-sections
|[Kinematic and constitutive relations](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapters 1.2.1 and 1.2.2 +| | Differential equations for extension and bending, boundary conditions
➤ Student can:- Identify the differential equations for extension and bending moment
|[Related differential equations ](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapters 1.2.3 and 1.2.4 | | Shear forces in longitudinal direction as a result of lateral shear forces (glued connections, welded connections, dowels) | | -| | Shear stress distribution over cross sections
Student can:- Identify and do a simple hand calculation to draw the shear force diagram for a cross-section
|[Shear stress distribution](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les5%20-%20UK.pdf)[^26] |Go through lecture notes -| | Shear stresses as a result of torsion
Student can:- Do a simple hand calculation to find the shear force from a torsional force
| [Torsion](../Lec_pdfs/Ch_11_EC_Torsion_CRB_01_V2018.pdf)[^27] |Go through chapters 11.4 and 11.5 -| | Various cross sections: thin-walled sections, massive sections, strips, center of shear forces
Student can:- Identify different types of cross-sections
| [Shear center for thin-wall cross-sections](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapter 1.7.3 and 1.7.3.1 -| | Deformations by extension, Williot-Mohr method, deformation of trusses
Student can:- Identify different formulas to calculate the deformation of an element by extension
- Use Williot-Mohr method to calculate the deformation of a truss
|- [Extension](https://structville.com/2021/04/deflection-of-trusses-worked-example-2.html)[^28]
- [Williot-Mohr method] () | -| | Deformations by bending, diff. equation, "forget-me-nots"
Student can:- Use the forget-me-nots formulas to find the deformation of a beam for different types of loads
|[Bending deflection](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read from chapter 7 to 7.3 -| | Moment-area theorem
Student can:- Use the Moment-area theorem to find the deformation of a beam for different types of loads
|[Moment-area theory](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.4 -| | Introduction statically indetermined systems
Student can:- Identify statically indetermined systems
|[Statically Indeterminate Beams](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.5| -``` +| | Shear stress distribution over cross sections
➤ Student can:- Identify and do a simple hand calculation to draw the shear force diagram for a cross-section
|[Shear stress distribution](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/3109-les5%20-%20UK.pdf)[^26] |Go through lecture notes +| | Shear stresses as a result of torsion
➤ Student can:- Do a simple hand calculation to find the shear force from a torsional force
| [Torsion](../Lec_pdfs/Ch_11_EC_Torsion_CRB_01_V2018.pdf)[^27] |Go through chapters 11.4 and 11.5 +| | Various cross sections: thin-walled sections, massive sections, strips, center of shear forces
➤ Student can:- Identify different types of cross-sections
| [Shear center for thin-wall cross-sections](https://icozct.tudelft.nl/TUD_CT/CT3109/collegestof/inhomogene_doorsneden/files/Dictaat-UK-v12.pdf)[^22] |Read chapter 1.7.3 and 1.7.3.1 +| | Deformations by extension, Williot-Mohr method, deformation of trusses
➤ Student can:- Identify different formulas to calculate the deformation of an element by extension
- Use Williot-Mohr method to calculate the deformation of a truss
|- [Extension](https://structville.com/2021/04/deflection-of-trusses-worked-example-2.html)[^28]
- [Williot-Mohr method] () | +| | Deformations by bending, diff. equation, "forget-me-nots"
➤ Student can:- Use the forget-me-nots formulas to find the deformation of a beam for different types of loads
|[Bending deflection](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read from chapter 7 to 7.3 +| | Moment-area theorem
➤ Student can:- Use the Moment-area theorem to find the deformation of a beam for different types of loads
|[Moment-area theory](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.4 +| | Introduction statically indetermined systems
➤ Student can:- Identify statically indetermined systems
|[Statically Indeterminate Beams](http://www.aerostudents.com/courses/mechanics-of-materials/mechanicsOfMaterialsFullVersion.pdf)[^29] |Read chapter 7.5| +#``` --- -```{dropdown} Solid mechanics / Structural analysis +#```{dropdown} Solid mechanics / Structural analysis |Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks | |:------|:--------|:------------------|:---------------------------| - Solid mechanics / Structural analysis
[CTB2210](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=61994) | Statically indeterminate structures
Student can:- Identify statically indetermined structures
- Do a simple hand calculation to find the forces
|[Statically indeterminate structures](http://welleman.one/Hans/BmS/pdf/part1.pdf)[^30] | -| | Stability, buckling, second-order displacements
Student can:- Test the stability of a structure
- Do a simple hand calculation to find the second-order displacements
|- [Second-order displacements](https://structville.com/2020/07/second-order-effects-in-steel-structures.html)[^31]
- [Buckling](https://ocw.tudelft.nl/course-lectures/what-is-buckling/)[^32]
- [Stability](https://www.degreetutors.com/structural-analysis-and-stability/)[^33] | -| | Non-linear material behaviour
Student can:- Identify the non-linear material behaviour for construction materials (mainly concrete and steel)
|[Non-linear material behaviour](https://enterfea.com/difference-between-linear-and-nonlinear-elastic-material/)[^34] | -| | Three dimensional stresses and strains, isotropy, invariants, deviators
Student can:- Calculate the stresses and strains of a cross-section in 3D
|[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
Student can:- Identify the failure criteria of Tresca and Von Mises
|[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)
Student can:- Use a software to do structural engineering calculations
|None needed |Student is familiar with engineering programs that use the Finite Element Method (FEM) to present results according to a given input| -``` + Solid mechanics / Structural analysis
[CTB2210](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=61994) | Statically indeterminate structures
➤ Student can:- Identify statically indetermined structures
- Do a simple hand calculation to find the forces
|[Statically indeterminate structures](http://welleman.one/Hans/BmS/pdf/part1.pdf)[^30] | +| | Stability, buckling, second-order displacements
➤ Student can:- Test the stability of a structure
- Do a simple hand calculation to find the second-order displacements
|- [Second-order displacements](https://structville.com/2020/07/second-order-effects-in-steel-structures.html)[^31]
- [Buckling](https://ocw.tudelft.nl/course-lectures/what-is-buckling/)[^32]
- [Stability](https://www.degreetutors.com/structural-analysis-and-stability/)[^33] | +| | Non-linear material behaviour
➤ Student can:- Identify the non-linear material behaviour for construction materials (mainly concrete and steel)
|[Non-linear material behaviour](https://enterfea.com/difference-between-linear-and-nonlinear-elastic-material/)[^34] | +| | Three dimensional stresses and strains, isotropy, invariants, deviators
➤ Student can:- Calculate the stresses and strains of a cross-section in 3D
|[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
➤ Student can:- Identify the failure criteria of Tresca and Von Mises
|[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)
➤Student can:- Use a software to do structural engineering calculations
|None needed |Student is familiar with engineering programs that use the Finite Element Method (FEM) to present results according to a given input| +#``` --- -```{dropdown} Dynamics +#```{dropdown} Dynamics |Subject |Topic category / Learning objectives |Open Educational Resources[^1] | Remarks | |:------|:--------|:------------------|:---------------------------| -| Dynamics
[CTB2300](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=61995) | Mechanical system with single degree of freedom (SDOF – undamped)
Student can:- Formulate equations of motion for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[SDOF: undamped](https://engcourses-uofa.ca/books/vibrations-and-sound/single-degree-of-freedom-systems/undamped-single-degree-of-freedom-systems/)[^35] |Chapter 2.1.5 is extra knowledge, you can skip it -| | Hydraulic systems with one degree of freedom without damping; also free and forced motion
Student can:- Formulate equations of motion for hydraulic systems for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[Hydraulic systems I](../Lec_pdfs/2022_CTB2300_Lecture_12_Slides.pdf)[^41] | | -| | Mechanical system with damping; free and forced vibrations
Student can:- Solve problems with damping for different damping ratio scenarios:
ζ =0
ζ<1
ζ>1
|- [SDOF: damping explained](https://engcourses-uofa.ca/books/vibrations-and-sound/damped-free-vibrations-of-single-degree-of-freedom-systems/damping/)[^36]
- [Worked example(s)](https://engcourses-uofa.ca/books/vibrations-and-sound/damped-free-vibrations-of-single-degree-of-freedom-systems/free-vibrations-of-a-damped-spring-mass-system/)[^37]
- [lecture 6 slides](../Lec_pdfs/2022_CTB_2300_Lecture_6_Slides.pdf)[^41]
-[lecture 7 slides](../Lec_pdfs/2022_CTB_2300_Lecture_7_Slides.pdf)[^41] |- Lecture 6 and Lecture 7 are alternative lecture notes from TU Delft -| | Formulating equations of motion using Lagrange method
Student can:- Solve dynamic problems by using the Lagrange method
| [Lagrange approach](../Lec_pdfs/2022_CTB2300_Lecture_2_Slides.pdf)[^41] |From page 11 until end of lecture notes. -| | Hydraulic system with damping; free and forced motion
Student can:- Solve problems with damping for different damping ratio scenarios:
ζ =0
ζ<1
ζ>1
| [Hydraulic systems II](../Lec_pdfs/2022_CTB_2300_Lecture_13_Slides.pdf)[^41] | +| Dynamics
[CTB2300](https://studiegids.tudelft.nl/a101_displayCourse.do?course_id=61995) | Mechanical system with single degree of freedom (SDOF – undamped)
➤ Student can:- Formulate equations of motion for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[SDOF: undamped](https://engcourses-uofa.ca/books/vibrations-and-sound/single-degree-of-freedom-systems/undamped-single-degree-of-freedom-systems/)[^35] |Chapter 2.1.5 is extra knowledge, you can skip it +| | Hydraulic systems with one degree of freedom without damping; also free and forced motion
➤ Student can:- Formulate equations of motion for hydraulic systems for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[Hydraulic systems I](../Lec_pdfs/2022_CTB2300_Lecture_12_Slides.pdf)[^41] | | +| | Mechanical system with damping; free and forced vibrations
➤ Student can:- Solve problems with damping for different damping ratio scenarios:
ζ =0
ζ<1
ζ>1
|- [SDOF: damping explained](https://engcourses-uofa.ca/books/vibrations-and-sound/damped-free-vibrations-of-single-degree-of-freedom-systems/damping/)[^36]
- [Worked example(s)](https://engcourses-uofa.ca/books/vibrations-and-sound/damped-free-vibrations-of-single-degree-of-freedom-systems/free-vibrations-of-a-damped-spring-mass-system/)[^37] |- To derive the Equation of Motion (EoM) using the Lagrange approach, please refer to these [lecture slides](../Lec_pdfs/2022_CTB2300_Lecture_2_Slides.pdf)[^41] from page 11.
- Here is an alternative lecture notes from TU Delft:
-[lecture 6 slides](../Lec_pdfs/2022_CTB_2300_Lecture_6_Slides.pdf)[^41]
-[lecture 7 slides](../Lec_pdfs/2022_CTB_2300_Lecture_7_Slides.pdf)[^41] +| | Hydraulic system with damping; free and forced motion
➤ Student can:- Solve problems with damping for different damping ratio scenarios:
ζ =0
ζ<1
ζ>1
| [Hydraulic systems II](../Lec_pdfs/2022_CTB_2300_Lecture_13_Slides.pdf)[^41] | | |First order systems as a limit case of 2nd-order systems | | -| | Mechanical systems with two degrees of freedom (2DOF), without damping
Student can:- Formulate equations of motion with 2DOF systems for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[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)
Student can:- Formulate mass matrix for 2DOF systems
- Formulate stiffness matrix for 2DOF systems
|[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 +| | Mechanical systems with two degrees of freedom (2DOF), without damping
➤ Student can:- Formulate equations of motion with 2DOF systems for free and forced vibration
- Apply initial conditions
- Solve problems with forced viberations for harmonic, exponential, step and impact/pulse loads
|[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)
➤ Student can:- Formulate mass matrix for 2DOF systems
- Formulate stiffness matrix for 2DOF systems
|[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] | | -``` +#``` --- @@ -145,4 +144,4 @@ Analysis of Slender Structures (last checked August 2023) [^38]: Page is from Engineering from Alberta, https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/free-vibrations-of-two-degree-of-freedom-systems-2/ (last checked august 2023) [^39]: Page is from Engineering from Alberta, https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/free-vibrations-of-two-degree-of-freedom-systems-2/ (last checked august 2023) [^40]: Page is from Engineering from Alberta, https://engcourses-uofa.ca/books/vibrations-and-sound/multiple-degree-of-freedom-systems/forced-vibrations-of-undamped-two-degree-of-freedom-systems/ (last checked august 2023) -[^41]: Lecture notes are from DR. Karel N. van Dalen, Dr. Hayo Hendrikse and Prof. Andrei V. Metrikine, TU Delft, 2022 (last checked October 2023) \ No newline at end of file +[^41]: Lecture notes are from DR. Karel N. van Dalen, Dr. Hayo Hendrikse and Prof. Andrei V. Metrikine, TU Delft, 2022 (last checked October 2023)