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Titlebook: Inelastic Behaviour of Plates and Shells; IUTAM Symposium, Rio Luiz Bevilacqua,Raúl Feijóo,Roger Valid Conference proceedings 1986 Springer

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书目名称Inelastic Behaviour of Plates and Shells
副标题IUTAM Symposium, Rio
编辑Luiz Bevilacqua,Raúl Feijóo,Roger Valid
视频video
丛书名称IUTAM Symposia
图书封面Titlebook: Inelastic Behaviour of Plates and Shells; IUTAM Symposium, Rio Luiz Bevilacqua,Raúl Feijóo,Roger Valid Conference proceedings 1986 Springer
描述During the last ten years a considerable volume of inform­ ation has been accumulated regarding the inelastic behaviour of materials. The increasing number of communications published in specialised journals and also the frequency of meetings in these fields, indicates a considerable research effort aimed at such topics as plasticity, creep, fatigue, visco-plasticity and the like. This fact encouraged a group of Brazilian researchers, stimulated enthusiastically by Professor P. Germain, to submit a proposal for a Symposium on the "Inelastic Behaviour of Plates and Shells" to the General Assembly of IUTAM. Brazil had recently joined IUTAM and the Brazilian Association of Mechanical Sciences was eager to host an IUTAM meeting. In the selection of the subject, it was taken into account, besides a promising number of original contributions, the interest to be raised amongst the Brazilian researchers and engineers, in order to maximise the participation of the host country. The recent steps taken in this country towards the develop­ ment of the aero-space industry, the construction of nuclear power plants a.nd the off-shore exploration of petroleum have required an intensification of re
出版日期Conference proceedings 1986
关键词Aluminium; assembly; communication; concrete; deformation; finite element method; materials; metals; oleum; o
版次1
doihttps://doi.org/10.1007/978-3-642-82776-1
isbn_softcover978-3-642-82778-5
isbn_ebook978-3-642-82776-1
copyrightSpringer-Verlag Berlin, Heidelberg 1986
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Time Deflection Behaviour of Ice Plates,is of ice structures up to failure..An incremental formulation and numerical technique, introduced elsewhere, allows effective and efficient treatment of the governing equations, a solution technique which is demonstrated by solving the problem of a long ice plate subjected to in-plane compressive forces and undergoing cylindrical bending.
发表于 2025-3-22 00:54:41 | 显示全部楼层
Fracture and Fatigue of Composite Plates and Shells,ted from the buckling of a delaminated region are taken into account. Cyclic, static and combined fatigue are considered. The effect of delaminations on the load carrying capacity of composite plates and shells is discussed.
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Wrinkling in Thin Plates due to In-plane Body Forces,me shapes that are governed by the differential equation . where . is the reduced distributed weight force, and . a horizontal pretension force parameter..The case of a blanket with sinusoidal boundaries, supported at two corner points is discussed in detail.
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Buckling Analysis of Reinforced Concrete Shells,he quantity of reinforcement and the quality of concrete, and the nonlinear properties of r.c. shells, i.e. cracks in the cross sections, creep of the concrete and the plasticity of concrete and reinforcement respectively. The proposed method adequately describes the results and the situation of erected domes.
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Optimum Design of Structures Made of Elastic-Plastic Materials,ions for unknown boundaries are obtained taking into account load carrying capacity and shakedown constraints. The derived sensitivity analysis formulas are applied to the different problems of elastic-plastic design.
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