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Structures 1

Paris Hart Structures Undergraduate Inglés 26 fichas

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  1. 14 key concepts• Equilibrium- a requirement that all forces and moments balance
    • Compatibility- a requirement that all displacements are consistent throughout structure
    • Constitutive law- relationship between forces/ stresses and displacements/ strains
    • Failure model- mathematical description of when structure no longer performs its designed function
  2. 2TractionStress vector
    lim (? ➡ 0) ?P/ ?A = dP/ dA = t (traction)
  3. 3How many unique stress tensor elements?6
  4. 4Complementary shearτₓᵧ = τᵧₓ (Same for other shear components) because of rotational equilibrium
  5. 5Centroid∫y dA = 0 (line along which force must be applied for equilibrium in long, thin rod)
  6. 6What is failure?When a structure reaches a condition at which it no longer carries out the task it was originally designed to do (doesn't necessarily mean breaking)
  7. 7Constitutive relationship for 1-D structureεₓₓ = 1/E σₓₓ + α₁ ΔT
  8. 8Constitutive relation for plane stress/ membrane structure (2-D)εₓₓ = σₓₓ/E - v/E σᵧᵧ
    εᵧᵧ = σᵧᵧ/E - v/E σₓₓ
    γₓᵧ = τₓᵧ/ G
  9. 9Pin-jointA component that joins the ends of two rods, constraining their translations to be equal but allowing relative motion
  10. 10Zero moment conditionNo moment at a pin- joint since it's free to rotate
  11. 11Typical elastic limit for most materials0.2% strain
  12. 12Methods of sectionsFocusing on one region of interest, one part of the structure, bypassing other regions
  13. 13Mechanism vs. structureMechanism defined as a system that can undergo large geometry changes without addition of strain
    Structure may only experience a shape change if strain is present (a structure maintains its shape under applied load whereas a mechanism does not)
  14. 14Over-determined frameworkMore solutions (equilibrium equations) than unknowns
  15. 15Statically determinate systemNo. of unknowns = equilibrium equations (can work out all unknown just from equilibrium equations)
  16. 16Statically indeterminate systemNo. of unknowns > no. of equilibrium equations (if one of the members of the framework is taken out, could become a structure)
  17. 17Maxwell's equationM = b + r -2j
    M = mobility
    b = no. of bars
    r = no. of reaction forces
    j = no. of pin-joints
    (no. of unknowns in a pin-jointed framework = b + r)
    (no. of equilibrium equations = 2j)
  18. 18From Maxwell's equation, when M < 0Too many equilibrium equations, infinitely many solutions --> mechanism
  19. 19From Maxwell's equation, when M = 0Possibly statically determinate unless...
    • a mechanism and a redundancy are both present
    • infinitesimal mechanism exists
  20. 20From Maxwell's equation, when M > 0Statically indeterminate (or redundant)
  21. 21Principle of superpositionSum of responses of same structure subjected to different loading conditions is same as if structure were subjected to all load conditions simultaneously
  22. 22Prismatic beamsBeam with a uniform cross-section throughout
  23. 23What is defined as a beam?A very long member with length significantly larger than height (at least around 10:1) that primarily resists transverse loads and primarily deflects by bending
  24. 24Distributed forceForce acting over a part (an area) of the beam- can be constant or linear
    Constant force F = w(x) = w at any point x
    Linear force F = x(x) = w x/ L at any point x (where w is max force)
  25. 25Point loadConcentrated force at a single point
  26. 26—

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Undergraduate Structures Fichas sobre Structures 1, creado por Paris Hart el 20/01/2021.
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