Before any equation makes sense, we have to earn every symbol. This page introduces them one at a time, each with a plain-words meaning, a picture, and the reason the topic cannot live without it.
Look at the figure. Each sheet is drawn separately, then pressed together. The whole point of building it this way: a single sheet is very stiff along its fibers but floppy across them, so we stack sheets at different angles to be stiff in every direction at once.
Why the topic needs this: the ABD matrix exists precisely because the stack has layers pointing different ways. If it were one uniform block, ordinary beam/plate formulas would do.
Picture a deck of cards lying flat. x and y run along the face of the cards; z is the direction you'd poke a pencil straight down through the deck. The middle card is z=0; cards below are negative z, cards above are positive z.
Why the topic needs this: every integral in the parent note ("∫zdz") is a sum over the thickness directionz. Without a fixed z=0 line to measure from, "distance from the mid-plane" has no meaning.
Read the figure like a ruler standing on its end. For a 4-ply stack that is 2 mm total, the boundaries are h0=−1,h1=−0.5,h2=0,h3=0.5,h4=1 (mm). Notice the bottom heights are negative — that sign is not decoration, it is what makes symmetric stacks cancel later.
Why the topic needs this: the parent's three matrices are built from hk−hk−1, hk2−hk−12, and hk3−hk−13. Each is just "top height minus bottom height" raised to a power — you cannot compute one without hk.
The left square in the figure stretches (normal strain). The right square tilts (shear strain). Together, [ϵx,ϵy,γxy] fully describe any small in-plane deformation.
Why the topic needs this: the response the ABD matrix predicts is strain. Strain is the answer, so we must name it before writing the equation.
The subscript k is doing heavy lifting: it says this table belongs to layer k at its own angle. Where [Q]k actually comes from — building it from E1,E2,G12,ν12 and rotating it by the fiber angle — is its own story in Reduced Stiffness Matrix Q and Transformation of Stiffness.
Why the topic needs this:[Q]k is the only place material properties enter. Every entry of [A], [B], [D] is a weighted sum of the [Q]k tables.
The three integrals the parent needs are elementary:
These are the powers 1, 2, 3 that produce [A], [B], [D] respectively. The why of each: ∫1 counts area (stretch), the extra z in ∫z is the lever arm (coupling), and ∫z2 is lever-arm-squared (bending).
Why the topic needs this: the definitions of [A], [B], [D] are nothing but[Q]k multiplied by these three integrals and summed over plies.
[A] ::: Extensional stiffness — in-plane force per mid-plane strain (from ∫1dz).
[B] ::: Coupling stiffness — links stretching to bending; zero when the stack is symmetric (from ∫zdz).
[D] ::: Bending stiffness — moment per curvature, the plate version of EI (from ∫z2dz).
Whether [B] vanishes depends on stacking symmetry — that is the whole subject of Symmetric and Balanced Laminates.