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Using Chien Wei-zang’s general solutions of axial symmetrical rign shells, wecalculate the stress and displacement of circular arc type corrugated membrane under axialloads in this paper. According to the results of calculation.we plot the usable graphs forengineering. Scientists and technicians can keep these graphs for easy reference. 相似文献
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Using the results of refs. [1]and[2]about the general axial symmetrical problem. thispaper calculates the stress and displacement of ring shells under centrifugal force. Thesolution is given in Fourier series form.In the paper the examples of open ring shells and close ring shells are givenrespectively. 相似文献
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In this paper, we use the method of mixed-type series to derive the analytical solutions of cylindrical shell, which is simply supported along the transverse edges and subjected to the local vertical loads, and give the analytical expressions of the solutions for this kind of shell under five types of local vertical loading. A numerical example for a cylindrical shell roof, which is simply supported along the transverse edges and is free along the longitudinal edges, is given in this paper and from the calculated results it may be seen that the convergence of the solutions is considerably satisfactory. Using the solutions of this paper, we can deal with some practical problems of underground structure.Project Supported by the National Natural Science Foundation of China and by Scientific and Technical Fund of Ministry of Urban and Rural Construction and Environmental Protection.We are grateful to Mr. Lu Ping who has completed partial numerical calculations. 相似文献
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Using Chien Wei-zang’s general Solutions of axial symmetrical ring shells, we calculate the stress and displacement of circular are type corrugated membrane under axial loads in this paper.According to the results of calculation, we plot the usable graphs for engineering.Scientists and lechnicians can keep these graphs for easy reference. 相似文献
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In this paper,we use the method of mixed-type series to derive the analytical solutionsof cylindrical shell,which is simply supported along the transverse edges and subjected tothe local vertical loads,and give the analytical expressions of the solutions for this kind ofshell under five types of local vertical loading.A numerical example for a cylindrical shellroof,which is simply supported along the transverse edges and is free along the longitudinaledges.is given in this paper and from the calculated results it may be seen that theconvergence of the solutions is considerably satisfactory.Using the solutions of this paper,we can deal with some practical problems of underground structure. 相似文献
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