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Investigates influence of temperature, variations, swelling and shrinkage; presents formulas which make it possible to assume different conditions for up-stream and downstream faces; shows that radial sections cannot remain plane and that correct stresses cannot be found unless deformations of abutments are taken into account; influence of variation of modulus of elasticity on stress distribution; theory of secondary arch. (See also - (discussion) p 252-277; discussion in no. 6, Aug. 1926, pp. 1239-1263, 12 figs)
Investigates influence of temperature, variations, swelling and shrinkage; presents formulas which make it possible to assume different conditions for up-stream and downstream faces; shows that radial sections cannot remain plane and that correct stresses cannot be found unless deformations of abutments are taken into account; influence of variation of modulus of elasticity on stress distribution; theory of secondary arch. (See also - (discussion) p 252-277; discussion in no. 6, Aug. 1926, pp. 1239-1263, 12 figs)
Stresses in thick arches of dams
Am. Soc. Civ. Engrs. -- Proc
Jakobsen, B.F. (author)
1926
46 pages
36 Figs.
Article (Journal)
English
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