Course 8.1Lesson 2 of 3
Hooke's law: within the elastic limit, stress is in proportion to strain. The stress-strain curve of a metal is straight up to the proportional limit, bends at the elastic limit and the yield point, rises to the ultimate strength and falls to the breaking point. Ductile metals have a long plastic region; brittle materials break soon after the elastic limit.
Try the code and the simulations beside the lesson.
Hang loads on a wire, one after another, and measure each stretch. For small loads, twice the load gives twice the stretch. Robert Hooke found this in 1676:
The constant is a modulus of elasticity. For stretching it is Young's modulus, , which we meet in the next lesson.
Now keep pulling until the wire breaks. A metal such as steel gives a curve like this.
Try loading and unloading a steel wire.
You should find that below the elastic limit the wire comes back to zero, but past it a permanent stretch stays, because letting go follows a line with the same slope as the start.
Watch out. The elastic limit and the proportional limit are close, but not the same point.
A ductile material, such as copper or mild steel, has a long stretch between D and E, so it can be drawn into wires. A brittle material, such as glass or cast iron, breaks soon after its elastic limit. Rubber is different again: it stretches to several times its length and still comes back, but it does not obey Hooke's law.
A steel wire across has an elastic limit of . What is the largest mass it can hold and still come back?
Think first. Engineers never load a wire that close to its limit; they use a safety factor, as we see in the last course.
The program fits a straight line to a wire's first few readings and finds where it stops obeying Hooke's law.
Try each one on your own first. If you are stuck, open a hint. Then check with Show the answer.
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