弹性力学第一次作业

弹塑性力学第二次作业

  1. 证明\(\varepsilon_{ijk}\)是三阶张量 \[ \begin{align} &\because\varepsilon_{ijk}=\varepsilon_{ijs}\delta_{sk}=\varepsilon_{ijs}\vec{e_s}\vec{e_k}\\ &\therefore\varepsilon_{i'j'k'}=(e_{i'}\times e_{j'})\cdot\vec{e_{k'}}=(C_{i'i}\vec{e_i}\times C_{j'j}\vec{e_j})\cdot C_{k'k}\vec{e_k}\\ &=C_{i'i}C_{j'j}C_{k'k}\varepsilon_{ijk}\\ &故\varepsilon_{ijk}为三阶张量 \end{align}\\ \]

  2. 证明\(\vec{a}\mathcal{A}=\mathcal{A}^T\vec{a}\) \[ \begin{align} \vec{a}\mathcal{A}&=a_k\vec{e_k}A_{ij}\vec{e_i}\vec{e_j}\\ &=A_{ij}a_k\delta_{ki}\vec{e_j}\\ &=A_{ij}a_i\vec{a_j}\\ \mathcal{A}\vec{a}&=A_{ji}\vec{e_i}\vec{e_j}a_k\vec{e_k}\\ &=A_{ji}a_k\delta_{jk}\vec{e_i}\\ &=A_{ji}a_j\vec{e_i}\\ 故\vec{a}&\mathcal{A}=\mathcal{A}^T\vec{a}得证 \end{align} \]

  3. \(\vec{a}\mathcal{A}=\mathcal{A}\vec{a}\),则\(\mathcal{A}\)是什么张量? \[ \begin{align} \vec{a}\mathcal{A}&=A_{ij}a_i\vec{e_j}\\ \mathcal{A}\vec{a}&=A_{ij}a_j\vec{e_i}=A_{ji}a_i\vec{a_j}\\ \because \vec{a}\mathcal{A}&=\mathcal{A}\vec{a}\\ \therefore A&=A^T,A为对称张量 \end{align} \]

  4. \(\mathcal{A}\times\vec{a}\overset{?}{=}\vec{a}\times\mathcal{A}\) \[ \begin{align} \mathcal{A}\times\vec{a}&=A_{ij}\vec{e_i}\vec{e_j}\times a_k\vec{e_k}=A_{ij}a_k\varepsilon_{jks}\vec{e_i}\vec{e_s} \\ \vec{a}\times\mathcal{A}&=a_k\vec{e_k}\times A_{ij}\vec{e_i}\vec{e_j}=a_k A_{ij}\varepsilon_{kis}\vec{e_s}\vec{e_j}\\ \therefore \mathcal{A}\times\vec{a}&\neq\vec{a}\times\mathcal{A} \end{align} \]

  5. \(如果A^T=-A,则\mathcal{A}\vec{a}=-\varepsilon_{ijk}\omega_k\vec{e_i}\vec{e_j}\cdot a_s\vec{e_s}=-\varepsilon_{ijk}\omega_{k}a_j\vec{e_i}=\vec{w}\times\vec{a}\),证明最后一个等号 \[ \begin{align} \vec{\omega}\times\vec{a}&=\omega_k\vec{e_k}\times a_j\vec{e_j}\\ &=\omega_ka_j\varepsilon_{kjs}\vec{e_s}\\ &=-\varepsilon_{ijk}\omega_{k}a_j\vec{e_s}\\ &得证 \end{align} \]

  6. \[ \begin{align} &1) \vec{a}\cdot\mathcal{A}\cdot\vec{b}=a_i\vec{e_i}\cdot A_{jk}\vec{e_j}\vec{e_k}\cdot b_s\vec{e_s}=a_iA_{jk}b_s(\vec{e_i}\cdot\vec{e_j})(\vec{e_k}\cdot\vec{e_s})=a_iA_{ik}b_k\\ &2) \vec{a}\times\mathcal{A}\times\vec{b}=a_i\vec{e_i}\times A_{jk}\vec{e_j}\vec{e_k}\times b_s\vec{e_s}=a_iA_{jk}b_s\varepsilon_{ijp}\varepsilon_{ksq}\vec{e_p}\vec{e_q}\\ &3) \vec{a}\cdot\mathcal{A}\times\vec{b}=a_i\vec{e_i}\cdot A_{jk}\vec{e_j}\vec{e_k}\times b_s\vec{e_s}=a_iA_{ik}b_s\varepsilon_{ksp}\vec{e_p}\\ &4) \vec{a}\times\mathcal{A}\cdot\vec{b}=a_i\vec{e_i}\times A_{jk}\vec{e_j}\vec{e_k}\cdot b_s\vec{e_s}=a_iA_{jk}b_k\varepsilon_{ijp}\vec{e_p}\\ \end{align} \]

  7. 证明\(\mathcal{I}\underset{\times}{\times}\mathcal{A}=J(A)I-A\) \[ \begin{align} \mathcal{I}\underset{\times}{\times}\mathcal{A}&=\vec{e_i}\vec{e_i}\underset{\times}{\times}A_{jk}\vec{e_j}\vec{e_k}\\ &=A_{jk}(\vec{e_i}\times\vec{e_k})(\vec{e_i}\times\vec{e_j})\\ &=A_{jk}\varepsilon_{ikp}\varepsilon_{ijq}\vec{e_q}\vec{e_p}\\ &=(\delta_{kj}\delta_{pq}-\delta_{kq}\delta_{pj})A_{jk}\vec{e_p}\vec{e_q}\\ &=A_{jj}\vec{e_p}\vec{e_p}-A_{pq}\vec{e_p}\vec{e_q}\\ &=J(\mathcal{A})\mathcal{I}-\mathcal{A} \end{align} \]

  8. 证明\(\vec{a}\times\mathcal{A}=-(\mathcal{A}^T\times\vec{a})^T\) \[ \begin{align} \vec{a}\times\mathcal{A}&=a_i\vec{e_i}\times A_{jk}\vec{e_j}\vec{e_k}=a_i A_{jk}\varepsilon_{ijs}\vec{e_s}\vec{e_k} \\ -(A^T\times\vec{a})^T&=-(A_{kj}\vec{e_j}\vec{e_k}\times a_i\vec{e_i})^T\\ &=-(a_i A_{kj}\varepsilon_{kis}\vec{e_s}\vec{e_j})^T\\ &=-a_i A_{ks}\varepsilon_{kij}\vec{e_s}\vec{e_j}\\ &=-a_kA_{kj}\varepsilon_{jis}\vec{e_s}\vec{e_k}\\ &=a_iA_{kj}\varepsilon_{ijs}\vec{e_s}\vec{e_j}\\ &得证 \end{align} \]

  9. 证明\(\vec{a_i}\vec{a_j}\)是二阶张量 \[ \begin{align} &\vec{a_i}\vec{a_j}=C_{ik}\vec{e_k}C_{js}\vec{e_s}=C_{ik}C_{js}\vec{e_k}\vec{e_s}=C_{ik}C_{js}\delta_{ks}\\ &得证 \end{align} \]

  10. 证明\(J(\mathcal{A})=\mathcal{I}\underset{\cdot}{\cdot}\mathcal{A}\) \[ \begin{align} \mathcal{I}\underset{\cdot}{\cdot}\mathcal{A}&=\vec{e_i}\vec{e_i}\underset{\cdot}{\cdot}A_{jk}\vec{e_j}\vec{e_k}\\ &=A_{jk}(\vec{e_i}\cdot\vec{e_k})(\vec{e_i}\cdot\vec{e_j})\\ &=A_{jk}\delta_{ik}\delta_{ij}\\ &=A_{ij}\delta_{ij}\\ &=J(A)\\ &得证 \end{align} \]

  11. 证明\(\mathcal{A}^T\underset{\cdot}{\times}\mathcal{B}^T=\mathcal{A}\underset{\times}{\cdot}\mathcal{B}\) \[ \begin{align} \mathcal{A}^T\underset{\cdot}{\times}\mathcal{B}^T&=A_{ji}\vec{e_i}\vec{e_j}\underset{\cdot}{\times}B_{sk}\vec{e_k}\vec{e_s}\\ &=A_{ji}B_{sk}(\vec{e_i}\cdot\vec{e_s})(\vec{e_j}\times\vec{e_k})\\ &=A_{ji}B_{sk}\delta_{is}\varepsilon_{jkp}\vec{e_p}\\ \\ \mathcal{A}\overset{\cdot}{\times}\mathcal{B}&=A_{ij}\vec{e_i}\vec{e_j}\overset{\cdot}{\times}B_{ks}\vec{e_k}\vec{e_s}\\ &=A_{ij}B_{ks}(\vec{e_i}\times\vec{e_s})(\vec{e_j}\cdot\vec{e_k})\\ &=A_{ij}B_{ks}\varepsilon_{isp}\delta_{jk}\vec{e_p}\\ &=A_{ji}B_{sk}\varepsilon_{jkp}\delta_{is}\vec{e_p}\\ 得证 \end{align} \]

弹塑性力学第三次作业

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2019 结构动力学考试试卷

第一部分:非主观性试题(共30分)

回答下面问题

(1)单自由度体系的阻尼比(粘滞阻尼)与哪些因素有关?(3分)

(2)动力放大系数\(\mu\)与动荷载类型、荷载振幅有关么?

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数值分析考试复习

第一章 非线性方程(组)的数值解法

1、重根牛顿迭代\(x_{i+1}=x_i-r\frac{f(x_i)}{f^\prime(x_i)}\)

2、收敛性,\(|\varphi^\prime(x)|\leq 1\)收敛,\(|\varphi^\prime(x)|=0,|\varphi^{''}(x)|\neq0\)二阶收敛

3、牛顿法(逆Broyden)求解方程组(P11,13-14) \[ \begin{align} &一直F(x),求出A=F^\prime(x),每行分别对每个未知量求偏导\\ &x_i=x_0-A^{-1}F(x),x为n行1列矩阵 \end{align} \]

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INFO  Start processing
FATAL Something's wrong. Maybe you can find the solution here: https://hexo.io/docs/troubleshooting.html
Error:
[ERROR][hexo-renderer-pandoc] On /home/xxxxx/blog/source/_drafts/TensorFlow2-0学习笔记.md
[ERROR][hexo-renderer-pandoc] pandoc exited with code null.
at Hexo.pandocRenderer (/home/xxxxx/blog/node_modules/hexo-renderer-pandoc/index.js:114:11)
at Hexo.tryCatcher (/home/xxxxx/blog/node_modules/bluebird/js/release/util.js:16:23)
at Hexo.<anonymous> (/home/xxxxx/blog/node_modules/bluebird/js/release/method.js:15:34)
at /home/xxxxx/blog/node_modules/hexo/lib/hexo/render.js:75:22
at tryCatcher (/home/xxxxx/blog/node_modules/bluebird/js/release/util.js:16:23)
at Promise._settlePromiseFromHandler (/home/xxxxx/blog/node_modules/bluebird/js/release/promise.js:547:31)
at Promise._settlePromise (/home/xxxxx/blog/node_modules/bluebird/js/release/promise.js:604:18)
at Promise._settlePromiseCtx (/home/xxxxx/blog/node_modules/bluebird/js/release/promise.js:641:10)
at _drainQueueStep (/home/xxxxx/blog/node_modules/bluebird/js/release/async.js:97:12)
at _drainQueue (/home/xxxxx/blog/node_modules/bluebird/js/release/async.js:86:9)
at Async._drainQueues (/home/xxxxx/blog/node_modules/bluebird/js/release/async.js:102:5)
at Immediate.Async.drainQueues [as _onImmediate] (/home/xxxxx/blog/node_modules/bluebird/js/release/async.js:15:14)
at processImmediate (internal/timers.js:456:21)
events.js:292
throw er; // Unhandled 'error' event
^

Error: EACCES: permission denied, open '/home/xxxxx/blog/db.json'
Emitted 'error' event on WriteStream instance at:
at /home/xxxxx/blog/node_modules/graceful-fs/graceful-fs.js:295:14
at /home/xxxxx/blog/node_modules/graceful-fs/graceful-fs.js:325:16
at FSReqCallback.oncomplete (fs.js:156:23) {
errno: -13,
code: 'EACCES',
syscall: 'open',
path: '/home/xxxx/blog/db.json'
}

https://github.com/jgm/pandoc/releases 下载最新版pandoc,使用dpkg -i安装即可

此问题在Ubuntu上出现,Windows下老版本无此问题

centos下安装,anaconda自带pandoc版本太低,也需要替换

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wget https://github.com/jgm/pandoc/releases/download/2.14.0.3/pandoc-2.14.0.3-linux-amd64.tar.gz

tar -xvf pandoc-2.14.0.3-linux-amd64.tar.gz

ln -s /root/pandoc-2.14.0.3/bin/pandoc /usr/bin/pandoc
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问题由来:

在powershell下执行hexo命令如下报错:

无法加载文件 C:\10186.ps1,因为在此系统上禁止运行脚本

解决方案:

管理员模式下在powershell中运行set-ExecutionPolicy RemoteSigned命令

选择Y即可

《如何阅读一本书》

检视阅读

  1. 先看书名页,然后如果有序就先看序。
  2. 研究目录页
  3. 如果书中有索引,也要检阅一下
  4. 读出版者的介绍
  5. 挑选几个看来跟主题息息相关的篇章来看
  6. 把书打开,东翻翻西翻翻,念个一两段,有时候连续读几页,但不要太多。

主动阅读基础:四个基本问题

  1. 整体来说,这本书到底在谈些什么
  2. 作者细部说了什么,怎么说的
  3. 这本说的有道理吗?是全部有道理,还是部分有道理
  4. 这本书和你什么关系
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题目

Given an input string (s) and a pattern (p), implement wildcard pattern matching with support for '?' and '*'.

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'?' Matches any single character.
'*' Matches any sequence of characters (including the empty sequence).

The matching should cover the entire input string (not partial).

Note:

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理论知识补全计划:理论力学

静力学

静力学主要研究物体在力的作用下的平衡问题

平衡一般是指物体相对于地面保持静止或匀速直线运动的状态

基本概念

力是物体间相互的机械作用,这种作用的结果是使物体的机械运动状态发生改变,或使物体变形。

(力的三要素)大小、方向、作用点

刚体就是在外界任何作用下,形状和大小始终不变的物体。

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