To illustrate the concept about non-uniform elements, we study a simple problem: suppose a uniform heavy elastic rope has mass m, original length L0, and stiffness k, and find the mass distribution and length of it when hung vertically. We can use the element method to solve this problem, but the elements are non-uniform in terms of length. The elements add up to get the total length L=2kmg+L0.
This article is translated from a Chinese article on my Zhihu account. The original article was posted at 2019-12-18 11:20 +0800.
Review middle school contents!
Suppose a uniform heavy elastic rope has mass m, original length L0, and stiffness k. Find the mass distribution and length of it when hung vertically.
When the elastic rope has its original length, divide it into n equal segments, where n is large so that when the elastic rope is stretched, the mass distribution within every segment is uniform.
When the rope is hung vertically, the tension experienced by every segment is Fj=nmg(n−j). Therefore, the length of every segment is
Δlj=nkFj+nL0=n2kmg(n−j)+nL0. Therefore, the position of the end of every segment is
xj=s=1∑jΔls=2n2k2nL0kj+2nmgj−mgj−mgj2. The equation can be solved to get
j=2mg2nmg+2nL0k−mg±(mg−2nL0k−2nmg)2−8n2mgkxj. The (linear) mass density of every segment is ρj=nΔljm=n(n2kmg(n−j)+nL0)m. Express j here with
xj, and we have ρj=mg∓(2nL0k+mg(2n−1))2−8n2mgkxj2nmk. The length of the rope is L=xn=2nkmg(n−1)+L0. Take the limit n→∞, and we have L=2kmg+L0,ρ(x)=±L02k2+m2g2+2mgk(L0−x)mk. The plus-minus sign here should take plus sign.
To test, calculate ∫0Lρ(x)dx=m.
The conclusion can be written in a more beautiful way: ρ(x)=(2L−L0)2−4(L−L0)xm.