EXPERIMENTAL STUDY ON DYNAMIC FRACTURE OF PIPES BY WATER HAMMER AND QUASI-STATIC FRACTURE BY WATER PRESSURE

Author:

Kono Yukio1,Sugano Takahiro1,Watanabe Masaji

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference11 articles.

1. 1) Britto, A. M. and Gunn, M. J.: Critical state soil mechanics via finite elements, John Wiley & Sons, 1987.

2. 2) Courant R., Issacson E. and Rees: On the solution of nonlinear hyperbolic differential equations by finite differences, Comunications on Pure and Applied Mathematics, pp. 243-255, 1952.

3. 3) Davidson, J. W. and Goulter, I. C.: A new probability distribution to model water main breakage patterns, Proceeding of international conference on water pipeline systems, Mechanical Engineering Publications Ltd, 1994.

4. 4) Heinsbroek, A. G. T. J.: The infruence of support rigidity on waterhammer pressures and pipe stresses, Unsteady Flow and Fluid Transients, pp. 43-52, 1992.

5. 5) Kono, Y., Sugano, T. and Sugai, Y.: Analysis of penstock fracture by water hammer, Pipeline Systems, pp. 165-170, 1992.

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