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                                          MATERIALS OF CONSTRUCTION
                   7.3.6. Creep
                   Creep is the gradual extension of a material under a steady tensile stress, over a prolonged
                   period of time. It is usually only important at high temperatures; for instance, with steam
                   and gas turbine blades. For a few materials, notably lead, the rate of creep is significant
                   at moderate temperatures. Lead will creep under its own weight at room temperature and
                   lead linings must be supported at frequent intervals.
                     The creep strength of a material is usually reported as the stress to cause rupture in
                   100,000 hours, at the test temperature.


                   7.3.7. Effect of temperature on the mechanical properties
                   The tensile strength and elastic modulus of metals decrease with increasing temperature.
                   For example, the tensile strength of mild steel (low carbon steel, C < 0.25 per cent)
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                   is 450 N/mm at 25 C falling to 210 at 500 C, and the value of Young’s modulus
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                   200,000 N/mm at 25 C falling to 150,000 N/mm at 500 C. If equipment is being
                   designed to operate at high temperatures, materials that retain their strength must be
                   selected. The stainless steels are superior in this respect to plain carbon steels.
                     Creep resistance will be important if the material is subjected to high stresses at elevated
                   temperatures. Special alloys, such as Inconel (International Nickel Co.), are used for high
                   temperature equipment such as furnace tubes.
                     The selection of materials for high-temperature applications is discussed by Day (1979).
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                     At low temperatures, less than 10 C, metals that are normally ductile can fail in a
                   brittle manner. Serious disasters have occurred through the failure of welded carbon steel
                   vessels at low temperatures. The phenomenon of brittle failure is associated with the
                   crystalline structure of metals. Metals with a body-centred-cubic (bcc) lattice are more
                   liable to brittle failure than those with a face-centred-cubic (fcc) or hexagonal lattice. For
                   low-temperature equipment, such as cryogenic plant and liquefied-gas storages, austenitic
                   stainless steel (fcc) or aluminium alloys (hex) should be specified; see Wigley (1978).
                     V-notch impact tests, such as the Charpy test, are used to test the susceptibility of
                   materials to brittle failure: see Wells (1968) and BS 131.
                     The brittle fracture of welded structures is a complex phenomenon and is dependent on
                   plate thickness and the residual stresses present after fabrication; as well as the operating
                   temperature. A comprehensive discussion of brittle fracture in steel structures is given by
                   Boyd (1970).


                                       7.4. CORROSION RESISTANCE
                   The conditions that cause corrosion can arise in a variety of ways. For this brief discussion
                   on the selection of materials it is convenient to classify corrosion into the following
                   categories:

                     1. General wastage of material uniform corrosion.
                     2. Galvanic corrosion dissimilar metals in contact.
                     3. Pitting localised attack.
                     4. Intergranular corrosion.
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