文本教程成果rubr_第1頁
文本教程成果rubr_第2頁
文本教程成果rubr_第3頁
已閱讀5頁,還剩5頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

1、Lesson content:Classical Linear Viscoelasticity Appendix 3: Linear Viscoelasticity Theory30 minutesClassical Linear Viscoelasticity (1/9)The stress at time t is characterized by:where e (- ) = 0.E ( t ) is the relaxation modulus.Classical Linear Viscoelasticity (2/9)The relaxation modulus can be obt

2、ained from a standard stress relaxation test. The specimen has prescribed constant displacement (strain). The measured response is the force (stress) over time.Classical Linear Viscoelasticity (3/9)In this case e ( t ) = e0 H ( t ) andorwhere H is the Heaviside (step) function and d is the Dirac del

3、ta function.Classical Linear Viscoelasticity (4/9)The stress-strain relation can be inverted and strain at time t is characterized bywhere s (- ) = 0.J ( t ) is the creep function, or creep compliance.Classical Linear Viscoelasticity (5/9)The creep compliance can be obtained form a standard creep te

4、st.The specimen is loaded with a prescribed constant force (stress) and the measured response is the changing displacement (strain) over time.In this case s ( t ) = s0 H ( t ) andorClassical Linear Viscoelasticity (6/9) E ( t ) and J ( t ) are related through Abaqus uses this relation to convert use

5、r-supplied creep test data into relaxation data. This is valid only for linear viscoelasticity.Classical Linear Viscoelasticity (7/9)For a finite-strain viscoelasticity formulation it is important that the stress relaxation equation be written purely in terms of stress.Classical Linear Viscoelastici

6、ty (8/9)Use integration by parts to obtainorwhere s0 ( t ) E0 e ( t ) is the stress that would exist at the current strain state if the specimen were purely elastic.Classical Linear Viscoelasticity (9/9)A similar expression holds for the shear stress S in terms of the shear strain g (t) for a specimen in a time history of pure shear:Here S0(t) G0 g (t) is the shear stress that would exist at the current shear strain state if the specimen were purely elastic. Th

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

最新文檔

評論

0/150

提交評論