混凝土本构数据86232_第1页
混凝土本构数据86232_第2页
混凝土本构数据86232_第3页
混凝土本构数据86232_第4页
免费预览已结束，剩余1页可下载查看

下载本文档

版权说明：本文档由用户提供并上传，收益归属内容提供方，若内容存在侵权，请进行举报或认领

文档简介

1、混凝土、钢筋和砌块的本构关系C20受压名义应力:名义应发真实应力真实应变塑性应义 一93800000.00050693847440.0005060113900000.000704113980190.0007040.000257134000000.00133F134178220.0013290.0008041114000000.00281114320340.0028060.00235994000000.0041394388220.0041210.0037537400000P 0.00597:74441780.0059520.005662154000001 0.00906:54489240.009

2、0190.00880734000000.015634530400.015480.01534614000000P 0.04081145712000.039990.039441E=25500MPap=2.4e-9T/mm3u=0.2C20受拉名义应 力名义应父真实应力真实应变塑性应义15400000.000082115401268.20966E-05013400000.000122813401650.00012279217.02434E-0511400000.000160811401830.0001607870.0001160819400000.0002148940201.90.000214777

3、0.0001779147400000.0003038740224.80.00030375410.0002747345400000.0004805540259.50.000480385 10.0004592084400000.0006496440285.80.0006493890.0006321343400000.0009533403240.000952546：0.0009392132400000.00162403840.0015987210.001589311400000.0035861405020.0035795860.003574095800000.0082806560.008166563

4、0.008163425500000.0163350816.50.016198110.016196139E=25500MPap=2.4e-9T/mm3u=0.2C30受压名义应力名义应发;真实应力:真实应变塑性应及 J140700000.000566140779640.0005660170900000.000784171033900.0007830.000213527201000000.0014720129547：0.0014690.000798921 1170900000.002383171307251 0.002380.0018104981140700000.003093141135190.

5、0030880.002619227100500000.00444F10094622F 0.004430.004095172 170000000.00631570442050.0062950.00606181150000000.0086950434500.0086520.00848579332000000.01327324246410.0131830.013076058 121000000.01986F21417060.0196650.019595363 1E=30000MPap=2.4e-9T/mm3u=0.2C30受拉名义应力名义应发真实应力真实应变塑性应及20100000.00009520

6、101919.49955E-05020000000.00011120002210.0001105944.39272E-0518700000.00012318702310.000123292 16.09591E-05 114300000.0001714302430.00017008610.0001224199800000.000257980251.60.0002566670.0002247200000.000364720262.40.0003643340.0003403346600000.000404660266.50.00040371810.00038171814400000.00066844

7、02940.0006678770.000653212100000.001816210381.40.0018143530.0018073531200000.004016120481.90.0040079570.004003957E=30000MPap=2.4e-9T/mm3u=0.2C35受压名义应力1名义应及真实应力真实应变塑性应及163800000.000613163900410.0006130198900000.000843199067670.0008430.000211216234000000.001532234358490.0015310.000787971214000000.0020

8、9214447260.0020880.001408454194000000.00243194471420.0024270.001811179174000000.00277174481980.0027660.0022137915400000F 0.00315154485100.0031450.00265616 :134000000.00361134483740.0036030.003178103114000000.00419114477660.0041810.00381934294000000.0049794467180.0049580.00465927874000000.00614744543

9、60.0061210.005886306154000000.008154437400.0080670.00789594334000000.0122734417180.0121950.0120873971400000P 0.028114393400.0277120.027667994 110000000.038710387000.037970.037938185 1E=31500MPap=2.4e-9T/mm3u=0.2C35受拉名义应力名义应发真实应力真实应变1塑性应发22000000.00009522002099.49955E-05020000000.00012220002440.00012

10、17935.83005E-0518500000.00013418502480.0001341917.54608E-05 115000000.00016715002500.00016688610.000119267111000000.00022611002480.0002254750.0001905547000000.000359700251.20.0003588360.0003366134000000.000689400275.40.0006883630.0006756653000000.000993300297.90.0009925070.0009829832000000.001707200

11、341.40.0017055450.0016991961000000.004497100449.70.00448691910.004483744500000.0121506050.012027380.012025793E=31500MPap=2.4e-9T/mm3u=0.2C40受压名义应力名义应发真实应力:真实应变塑性应及187600000.000665187724750.0006650227500000.000899227704520.0008990.000198596268000000.00159268426120.0015890.000764122248000000.002072485

12、1336 10.0020680.001304784228000000.00234228533520.0023370.001635728；200000000.00271200542000.0027060.00209095174000000.003117453940 :0.0030950.00255982 1150000000.00354150531000.0035340.00307221124000000.00415124514600.0041410.003759874100000000.00496100496000.0049480.00464004774000000.006357446990

13、10.006330.006102231：50000000.0088250441000.0087810.00862748524000000.016924405600.0167590.01668493814000000.02781438920 10.0274210.027377519110000000.03821038200 0.0374880.0374576751E=32500MPap=2.4e-9T/mm3u=0.2C40受拉名义应力名义应发真实应力真实应变:塑性应发23900000.00010423902490.000104020000000.00013720002750.0001377.5

14、7521E-0518500000.00014818502740.0001489.13659E-05115000000.00017915002690.000179 10.0001328313000000.00020313002640.0002030.00016307911000000.00023611002590.0002360.0002018267000000.000364700254.80.000364 10.0003423954000000.000677400270.80.0006770.0006643633000000.000964300289.10.0009630.0009541052

15、000000.0016352003270.0016340.0016275111000000.004246100424.60.0042370.004233934500000.0113550567.50.0112860.011284534E=32500MPap=2.4e-9T/mm3u=0.2HPB30CS 拉名义应力名义应发真实应力真实应变塑性应发3000000000.0014293004285710.00142803000000000.0154293046285710.0153110.0138821883000000000.033090000000.0295590.02813023113000

16、000000.0428573128571000.0419640.0405354913200000000.052383367616000.0510540.0495304563400000000.0619043610472920.0600630.05844428713600000000.0714283857140800.0689920.0672780523800000000.0809524107615700.0778420.0760321484000000000.0904754361900000.0866130.0847086194200000000095310.0933

17、1018E=210000MPap=7.8e-9T/mm3u=0.3HRB335名义应力名义应发真实应力真实应变塑性应发3.35E+080.0016753.36E+080.00167403.35E+080.0063.37E+080.0059820.0042970223.35E+080.013.38E+080.009950.0082585813.35E+080.0153.4E+080.0148890.0131884873.55E+080.0253.64E+080.0246930.0228732383.75E+080.0353.88E+080.034401P 0.0324608023.95E+080

18、.0454.13E+080.0440170.041953014.15E+080.0554.38E+080.0535410.0513516424.35E+080.0654.63E+080.0629750.0606584244.55E+080.0754.89E+080.0723210.069875037E=200000MPa1p=7.8e-9T/mm3u=0.3HRB40(g 拉名义应力名义应发真实应力真实应变塑性应发4000000000.0024008000000.00199804000000000.0034012000000.0029960.0009955094000000000.004P 4016000000.0039920.0019920214000000000.0054020000000.0049880.0029875424200000000.0

人人文库> 全部分类> 教育资料 > 备课教案

温馨提示

  • 1. 本站所有资源如无特殊说明，都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等，如果需要附件，请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸，网页内容里面会有图纸预览，若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间，仅对用户上传内容的表现方式做保护处理，对用户上传分享的文档内容本身不做任何修改或编辑，并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容，请与我们联系，我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

最新文档

评论

0/150

提交评论