Finite difference method application in design of foundation girder of variable cross-section loaded on ends
2008 ◽
Vol 6
(2)
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pp. 179-185
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Keyword(s):
Deflection of foundation girder supported by the deformable base has been defined by the system of differential equations, where the differential equation of the elastic line of the girder is of the fourth order. The most convenient solution of the problem is application of numerical procedures, in this case it is the finite difference method. In the paper, the mentioned method is applied in the special case of foundation girder of variable cross section loaded by arbitrary load on its ends.
2014 ◽
Vol 59
(3)
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pp. 981-986
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2020 ◽
Vol 1689
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pp. 012007
1969 ◽
Vol 1
(3)
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pp. 261-274
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1992 ◽
Vol 75
(3)
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pp. 587-591
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1980 ◽
Vol 60
(12)
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pp. 741-741
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