By V.I. Feodosiev, Sergey A. Voronov, Sergey V. Yaresko
This booklet is a set of difficulties for complicated scholars within the region of power of fabrics. It attracts the reader´s realization additionally to difficulties which are frequently missed and solutions questions which are a ways past a coaching path and require extra basic realizing. All difficulties are supplied with distinctive recommendations to allow the reader to both find out about the problem-solving strategy or simply to examine his/her personal means of resolution. The examine and academic paintings of V.I. Feodosiev was once conducted within the Bauman Moscow nation technical college the place he held the direction on energy of fabrics for fifty years. Deep perception into engineering difficulties, clearness of recommendations and style of ideas followed by way of pedagogical expertise are the most good points of his style.
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Additional info for Advanced stress and stability analysis: worked examples
125 The …rst case of loading may be implemented, for example by pressure of air injected into a plastic ring bag (Fig. 125a), and the second one – by set of a large number of elastic threads passing through a centrally arranged stationary bush (Fig. 125b). 135. Pressure p is supplied in the volume between a cylinder and two pistons (Fig. 126). Arising forces are transmitted to a strip of length l through the piston rod and two connecting rods. Thus we obtain that the strip is loaded by two equal opposite forces P subjected to its end.
111. When the load P is applied to the plug, the liquid is compressed but compressive force in the tube is absent. Can this tube loose its stability in Euler’s sense under these conditions? 122. The upper hole of a thin long tube is slipped over a solid stationary plug without friction. The lower end of the tube is clamped in a solid foundation. Pressure p is fed into the tube (Fig. 112). Can this tube buckle under su¢ciently high pressure? 123. A liquid of speci…c weight ° runs through the tube pinned at both ends (Fig.
148. A homogeneous bar is compressed by two follower forces (Fig. 139). Analyze the system stability. Fig. 139 Fig. 140 149. Derive the value of moment M under which the cantilever beam (Fig. 140) will buckle out of its plane. Moment M acts permanently in the vertical plane during bending. 150. Analyze the stability of the cantilever column loaded at its free end by the torque M and the force P which remains vertical under buckling (Fig. 141). Fig. 141 Fig. 142 151. A thin long strip (Fig. 142) is heated uniformly along length l and thickness h but irregularly along width b.
Advanced stress and stability analysis: worked examples by V.I. Feodosiev, Sergey A. Voronov, Sergey V. Yaresko