Structures: Or Why Things Don't Fall Down (Da Capo Paperback)
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Wonders there are many, but there is no wonder     Wilder than man – Man who makes the winds of winter bear him, Through the trough of waves that tower about him, Across grey wastes of sea; Man who wearies the Untiring, the Immortal– Earth, eldest of the Gods, as year by year, His plough teams come and go. The care-free bands of birds, Beasts of the wild, tribes of the sea. In netted toils he takes. The Subtle One. Sophocles, Antigone (440 B.C.; translated by F. L. Lucas)
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Most engineers have had no aesthetic training at all, and the tendency in the schools of engineering is to despise such matters as frivolous.
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but then this sort of theory is probably only rarely used by successful engineering designers. What is actually needed for a great many ordinary purposes can be understood quite easily by any intelligent person who will give his or her mind to the matter.
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In fact he could usually go on loading and unloading structures of this kind indefinitely without causing any permanent change of shape. Such behaviour is called ‘elastic’ and is common.
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However, a certain number of solids and near-solids, like putty and plasticine, do not recover completely but remain distorted when the load is taken off. This kind of behaviour is called ‘plastic’.
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This paper contained the famous statement ‘ut tensio sic vis’ (‘as the extension, so the force’). This principle has been known for three hundred years as ‘Hooke’s law’
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Leonhard Euler (1707–83) and Thomas Young (1773–1829),
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realize that the stress in a material, like the pressure in a fluid, is a condition which exists at a point and it is not especially associated with any particular cross-sectional area, such as a square inch or a square centimetre or a square metre.
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The strength of a material is the stress (in p.s.i. or MN/m2 or kgf/cm2) required to break a piece of the material itself.
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We might now sum up what has been said in this chapter: load
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It expresses how ./or the atoms at a point within a solid are being dragged apart or pushed together.
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Strength. By the strength of a material we usually mean that stress which is needed to break it.
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Naturally all this business about stresses and strains is only a means to an end; that is, to enable us to design safer and more effective structures and devices of one kind or another and to understand better how such things work.
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Nature is generally a better engineer than man. For one thing she has more patience and, for another, her way of going about the design process is quite different.
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Unfortunately, these design methods are not, as yet, available to human engineers, who are therefore driven to use either guesswork or calculation or, more often, some combination of the two.
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Thomas Telford (1757-1834), whose magnificent bridges we can still admire, it is related that:
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For a semi-circular notch or a round hole (when r — L) the stress will thus have the value of 3s; but for openings like doors and hatchways, which often have sharp corners, r will be small and L large, and so the stress at the corners may be very high -quite high enough to account for ships breaking in two.
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Anything which is, so to speak, elastically out of step with the rest of the structure will cause a stress concentration and may therefore be dangerous.
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S I unit of energy, which is the Joule, that is the work done when one Newton acts through one metre.*
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Possibly for this reason the concept of energy came rather late into the scientific world, being introduced in its modern form by Thomas Young in 1807.
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This quality of being able to store strain energy and deflect elastically under a load without breaking is called ‘resilience’, and it is a very valuable characteristic in a structure. Resilience may be defined as ‘the amount of strain energy which can be stored in a structure without causing permanent damage to it’.
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In this respect most structures have to be a compromise between stiffness and strength and resilience, and the achievement of the best compromise is likely to tax the skill of a designer severely.