A method of analyzing the stability and post-buckling behavior of corrugated arches is proposed. It involves solving a nonlinear system of first-order differential equations with the method of incremental loading. The boundary-value problem for increments is solved with the discrete-orthogonalization method. The results obtained show that the behavior of corrugated arches is essentially different from that of circular arches
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Translated from Prikladnaya Mekhanika, Vol. 49, No. 2, pp. 90–99, March–April 2013.
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Semenyuk, N.P. Stability of Corrugated Arches under External Pressure. Int Appl Mech 49, 211–219 (2013). https://doi.org/10.1007/s10778-013-0561-2
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DOI: https://doi.org/10.1007/s10778-013-0561-2