Deflection and stress of hollow CRCP slab under concentrated vehicle load
Based on the equivalence principle of deflection and stress, the concentrated vehicle load which acts on the center of continuously reinforced concrete pavement (CRCP) is translated into the equivalent half-wave sine load by the Fourier transform. On the basis of this transform and the small deflect...
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Veröffentlicht in: | Dong nan da xue xue bao 2011-06, Vol.27 (2), p.213-216 |
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