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移动集中荷载作用下无限长梁稳态振动的挠度解:
fm=D*beta^4-m*beta^2*v^2+K-i*yita*v*beta;
W1=p*exp(i*beta*x)/(2*pi*fm);
其中:D,m,K,yita,p为荷载、梁和地基参数,i为虚数,计算时均为已知。
梁的稳态振动的挠度解W(x)为W1关于beta在负无穷大~无穷大上的积分。
由于被积函数关于beta是振荡衰减的,因此可选择一个固定的积分上下限,将广义积分化为定积分来求得W(x)和x的关系图(此问题东南大学孙璐及浙江大学周华飞等人都有过研究,有结果可参考)。我认为方法有如下三种:1.根据积分定义来求;2.按照本论坛xjzuo版主等提出的方法来求;3.根据Matlab自带的iFFT算法来获得(此法很多文献都提及)。
下面将每种方法的源程序列出:(程序中参数选取和孙璐文一致)
%%%%带参数的广义无穷积分(方法一.按积分的定义求)
t0=3;
x=linspace(-t0,t0,121);
space=0.21;
A=40;
f=0;
for beta=-A:space:A
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 梁、地基、荷载参数
D=2.3*10^3;
m=48.2;
K=6.89*10^7;
yita=2.3*10^5;
p=1.05*10^4;
v=40;
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
fm=D*beta^4-m*(beta*v)^2+K-i*yita*v*beta;
fun=1000*p*exp(i*beta*x)*space/(2*pi*fm); %mm 单位
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
f=f+fun;
end
plot(x,f)
hold on
%%%%带参数的广义无穷积分(方法二.xjzuo版主等提出的方法)
syms beta
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 梁、地基、荷载参数
D=2.3*10^3;
m=48.2;
K=6.89*10^7;
yita=2.3*10^5;
p=1.05*10^4;
v=40;
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
t0=3;
x=linspace(-t0,t0,121);
for j=1:length(x)
xx=x(j);
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
fm=D*beta.^4-m*(beta*v).^2+K-i*yita*v*beta;
fun=inline(1000*p*exp(i*beta*xx)./(2*pi*fm)); %mm 单位
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
f(j)=quadl(fun,-40,40); %% quad实质上即是自适应性simpson积分算法;
end
plot(x,f)
hold on
%%%%带参数的广义无穷积分(方法三. 调用Matlab的IFFT算法)
运行后可知,方法一很快得到与孙璐等相同的结果;方法二也可得到满意的结果,但比方法一耗时长,大家可试一试;
至于方法三,可将被积函数积分限截断,并写成级数的形式,将x离散成很多点,此形式和IFFT算法的形式十分相似,许多文献也提及用此法来获得数值结果,编程应该较简单,但我尝试用此思路编程,一直未能得到和方法一,方法二的结果,求高手指点!
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