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EXPANDED USE OF DISCONTINUITY AND SINGULARITY FUNCTIONS IN MECHANICS

机译:扩展了力学中不连续性和奇点功能的使用

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W. H. Macauley published Notes on the Deflection of Beams in 1919 introducing the use of discontinuity functions into the calculation of the deflection of beams. In particular, he introduced the singularity functions, the unit doublet to model a concentrated moment, the Dirac delta function to model a concentrated load and the Heaviside step function to start a uniform load at any point on the beam. Stephen H. Crandall and Norman C. Dahl incorporated these functions into their text on An Introduction to the Mechanics of Solids in 1959. The discontinuity functions allow writing a discontinuous function as a single expression instead of writing a series of expressions. The traditional approach requires that the different expressions be written for each region where a discontinuity appears, and when integrated, must be matched by evaluating the constants of integration. This is a mathematically laborious task that becomes more complex as the number of discontinuous functions increases. The Macauley functions are used to start a polynomial loading ~n = (x-a)~n x≥a at some point on the beam. These 0 xdiscontinuity functions appear in many, if not most, of the current mechanics of materials texts. There are two problems with the Macauley functions; first, they are very limited in the type of load functions that they model and second, for orders above n=1, they are difficult to stop if the region of application is only between a≤x≤b, where b is less than the length of the beam. The difficulty arises in introducing the negative of higher order polynomials at the point b. A method will be presented to analyze any continuous load function w(x) applied on the interval between a≤x≤b. Therefore, a single expression will be written for any beam loading. This expression will be integrated to determine the shear, moment, slope and deflection. Examples of different beam loadings are presented for a complete use of discontinuity functions. The use of discontinuity functions will be expanded to axial loadings, torsion of circular rods and particle dynamics.
机译:W. H.麦考利于1919年发表在梁的变形注释引入使用的不连续功能集成到束的偏转的计算。特别是,他介绍了奇异函数,所述单位偶到浓缩的时刻,狄拉克δ函数进行建模集中负荷和单位阶跃函数在上梁的任何点开始均匀的负荷模型。斯蒂芬H.克兰德尔和Norman C.达尔并入这些功能集成到他们的文本上导论固体力学在1959年的不连续性功能允许写入不连续的功能作为单个表达,而不是写入一系列表达式。传统的方法需要不同的表达式,其中的不连续性出现的每个区域被写入,并集成时,必须通过评估积分常数相匹配。这是随着的不连续函数的数量增加,更复杂的数学上费力的任务。麦考利函数用于在对光束某些点开始多项式装载〜N =(X-A)〜n的x≥a。这些0 X <间断功能出现在许多,如果不是大多数,材料文本的当前力学。有两个问题与麦考利的功能;首先,它们是非常在负载函数的类型的限制,它们建模和第二,对于上面n = 1时的订单,它们难以停止,如果应用程序的区域是仅a≤x≤b,其中b是小于之间光束的长度。困难在于在b点引入高阶多项式的负值。一种方法,将呈现给分析任何连续负载函数w(x)的施加在a≤x≤b之间的间隔。因此,单个表达式将用于任何束负载被写入。此表达式将被集成,以确定剪切,时刻,斜率和偏转。不同的光束负载的实施例用于一个完整的使用的不连续函数。使用的不连续的功能将扩大到轴向载荷,圆形棒和粒子动力学的扭转。

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