• 主要研究了楔形变截面杆绕塑性弯曲失稳

    The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.

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  • 全面解决板条型材塑性弯曲计算问题。

    The calculation of the springback of strips and shaped beams after their elastic-plastic bending has been solved completely.

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  • 利用这些塑性弯曲变形数学模型计算主要参数1夹送带钢的条件;

    The main parameter which can be calculated using this mathematic model that we have created include:1) The condition that strip can be brought into pinch rolls;

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  • 一般对称截面塑性弯曲变形进行了讨论,通过分析得到了近似种求解方法

    The paper studied elastic-plasticity bending deformation of cross-section of unsymmetrical beam and found a solution of deformation.

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  • 变分不等式出发,结合有限元建立了按增量求解薄板弹塑性弯曲问题线性互补方程

    Finite Elemnent-Linear Complementary Equation is established for analysis of elastoplastic thin plate-bending problems based on variational inequality principle.

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  • 本文应用弹塑性弯曲理论提出了一种消除焊接对接接头变形平面拘束力计算方法,计算了极限拘束力、拘束长度变形的量值,并通过试验验证了方法的有效性。

    By the theory of elastoplastic bend, this paper prowents a method to calculate out - of -- plane restraint and reverse deformation that are made use of to remove angle deformation in butt joints.

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  • 塑性理论出发截面轴为例校正应力残余变形进行了分析研究,提出了给定弯曲误差校正载荷的计算公式

    The paper has studied straightening stress and residual deformation of circular shaft by using elastic - plastic theory, deueloped calculation formula of straightening loud in given deflection error.

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  • 根据塑性弯曲工程理论采用微分求积进行了塑性平面弯曲分析。

    According to the engineering theory of plastic bending, the elastoplastic bending analysis of a beam is conducted using differential quadrature method.

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  • 以托板理论塑性力学中的薄板弯曲小挠度理论基础,编程计算了爆破矿柱后顶板悬露面积临界值。

    On the basis of SLATE theory and elastic and plastic mechanics theory, the critical area of SLATE is obtained by computer calculation.

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  • 针对一个均匀加热矩形截面梁由于不均匀的冷却过程引起的弯曲变形问题,本文给出了弹塑性分析

    An analytical solution for elastoplastic bending of a hot free beam due to inhomogeneous cooling process is presented in this paper.

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  • 针对一个均匀加热矩形截面梁由于不均匀的冷却过程引起的弯曲变形问题,本文给出了弹塑性分析

    An analytical solution for elastoplastic bending of a hot free beam due to inhomogeneous cooling process is presented in this paper.

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