DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS

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Abstract


Task of cross-bending of three-cornered plates with the combined scope terms (all possible combinations of the joint leaning and gesture-who jammings on sides) on resilient foundation, loaded with the equipartition on all area loading decides the method of interpolation on the coefficient of form (MIKF). For every combination of scope terms approximating functions are built for the count of two auxiliary coefficients, necessary for the choice of supporting decisions at the use of method of MIKF.

V I Korobko

A A Aktuganov

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