Plan zemelʻnogo uchastka poselka Nº 10

Digital image

Plan zemelʻnogo uchastka poselka Zemerinka N 11

Digital image

Plan zemelʻnogo uchastka poselka N 12

Digital image

Plan zemelʻnogo uchastka poselka N 13

Digital image

Plan zemelʻnogo uchastka poselka N 14

Digital image

Plan zemelʻnogo uchastka poselka Naĭkiev N 15

Digital image

Plan zemelʻnogo uchastka poselka Trot︠s︡koe N 16

Digital image

Plan zemelʻnogo uchastka poselka Vinchevskogo N 17

Digital image

Plan zemelʻnogo uchastka poselka Sholam Aleĭkhom N 18

Digital image

Plan zemelʻnogo uchastka poselka Abramichevo N 19

Digital image

Plan zemelʻnogo uchastka poselka N 33

Digital image

Plan zemelʻnogo uchastka poselka Nº 9 Leninskogo fonda

Digital image

Plan zemelʻnogo uchastka poselka Nº10 Leninskogo fonda

Digital image

Finite element analysis of laminated anisotropic beams of bimodulus materials

This paper presents finite element analysis of laminated anisotropic beams of bimodulus materials. The finite element has 16 d.o.f. and uses the displacement field in terms of first order Hermite interpolation polynomials. As the neutral axis position may change from point to point along the length of the beam, an iterative procedure is employed to determine the location of zero strain points along the length. Using this element some problems of laminated beams of bimodulus materials are solved for concentrated loads/moments perpendicular and parallel to the layering planes as well as combined loads.

Plan zemelʻnogo uchastka poselka Nº 11 Leninskogo fonda

Digital image