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Properties of stiffness and flexibility matrices

Short answer

Flexibility matrix is square, symmetric with positive diagonal entries, gives displacements from forces; column j is the displaced shape for a unit force at coordinate j. Stiffness matrix is square, symmetric, positive definite when rigid-body motion is prevented, gives forces from displacements; column j lists holding forces for unit displacement at j. They are inverse.

List the properties of stiffness and flexibility matrices for a given system. Draw a neat sketch of a system and explain.

A system is described by nn coordinates (points and directions of force or displacement). The flexibility matrix [F][F] gives displacements from forces, {Δ}=[F]{P}\{\Delta\} = [F]\{P\}, and the stiffness matrix [K][K] gives forces from displacements, {P}=[K]{Δ}\{P\} = [K]\{\Delta\}.

Properties of the flexibility matrix [F][F]

  1. It is a square matrix of order nn (number of coordinates).
  2. It is symmetric, fij=fjif_{ij} = f_{ji} (Maxwell's reciprocal theorem).
  3. The diagonal terms fiif_{ii} are always positive (a force does positive work through its own displacement).
  4. Off-diagonal terms may be positive, negative or zero.
  5. It exists only for a stable, adequately supported system; a mechanism has no flexibility matrix.
  6. It is positive definite, and [F]=[K]−1[F] = [K]^{-1}.
  7. Column jj is the deformed shape caused by a unit force at coordinate jj.

Properties of the stiffness matrix [K][K]

  1. It is a square, symmetric matrix of order nn: kij=kjik_{ij} = k_{ji}.
  2. The diagonal terms kiik_{ii} are always positive.
  3. Off-diagonal terms may be positive, negative or zero.
  4. It is positive definite when the rigid-body motion is prevented. If the system is free, [K][K] is singular (it has zero determinant, because rigid-body motions need no force).
  5. Column jj is the set of forces needed to hold the system in the shape of a unit displacement at jj (all others zero).
  6. [K]=[F]−1[K] = [F]^{-1}, and for any coordinate kii≥1/fiik_{ii} \ge 1/f_{ii}.

Illustration: cantilever of length LL with two coordinates

Coordinate 1 is the vertical deflection at the free end and coordinate 2 is the rotation at the free end.

  ||==========================o  -> (1) deflection
  fixed                       |  -> (2) rotation
[F]=[L33EIL22EIL22EILEI],[K]=[F]−1=[12EIL3−6EIL2−6EIL24EIL][F] = \begin{bmatrix} \dfrac{L^3}{3EI} & \dfrac{L^2}{2EI} \\[2mm] \dfrac{L^2}{2EI} & \dfrac{L}{EI} \end{bmatrix},\qquad [K] = [F]^{-1} = \begin{bmatrix} \dfrac{12EI}{L^3} & -\dfrac{6EI}{L^2} \\[2mm] -\dfrac{6EI}{L^2} & \dfrac{4EI}{L} \end{bmatrix}

Both are symmetric with positive diagonals. Also k11=12EI/L3>1/f11=3EI/L3k_{11} = 12EI/L^3 > 1/f_{11} = 3EI/L^3, because k11k_{11} holds the rotation at zero while f11f_{11} leaves it free.

✓ Answer checked by Claude Opus 5.5 (high effort)

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