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(jìn)行舉報或認(rèn)領(lǐng)
文檔簡介
1、混凝土、鋼筋和砌塊的本構(gòu)關(guān)系C20受壓名義應(yīng)力:名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)義 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受拉名義應(yīng) 力名義應(yīng)父真實應(yīng)力真實應(yīng)父塑性應(yīng)義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受壓名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)發(fā)140700000.000566140779640.0005660170900000.000784171033900.0007830.000213527201000000.00147201295470.0014690.000798921170900000.00238317130725|0.002380.001810498140700000.003093141135190.0030880.0
5、02619227100500000.0044410094622 I0.004430.00409517270000000.00631570442050.0062950.00606181150000000.0086950434500.0086520.00848579332000000.0132732424640.0131830.01307605821000000.01986214170610.0196650.019595363E=30000MPap=2.4e-9T/mm3u=0.2C30受拉名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)及二20100000.00009520101919.49955E-05
6、020000000.00011120002210.0001105944.39272E-0518700000.00012318702310.000123292 16.09591E-05 114300000.0001714302430.00017008610.0001224199800000.000257980251.60.0002566670.0002247200000.000364720262.40.0003643340.0003403346600000.000404660266.50.00040371810.00038171814400000.0006684402940.0006678770
7、.000653212100000.001816210381.40.0018143530.0018073531200000.004016120481.90.0040079570.004003957E=30000MPap=2.4e-9T/mm3u=0.2C35受壓名義應(yīng)力1名義應(yīng)及真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)及163800000.000613163900410.0006130198900000.000843199067670.0008430.000211216234000000.001532234358490.0015310.000787971214000000.00209214447260.00208
8、80.001408454194000000.00243194471420.0024270.001811179174000000.00277174481980.0027660.0022137915400000F 0.00315154485100.0031450.00265616 :134000000.00361134483740.0036030.003178103114000000.00419114477660.0041810.00381934294000000.0049794467180.0049580.00465927874000000.0061474454360.0061210.00588
9、6306154000000.008154437400.0080670.00789594334000000.0122734417180.0121950.0120873971400000P 0.028114393400.0277120.027667994 110000000.038710387000.037970.037938185 1E=31500MPap=2.4e-9T/mm3u=0.2C35受拉名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)發(fā)22000000.00009522002099.49955E-05020000000.00012220002440.0001217935.83005E-0518
10、500000.00013418502480.0001341917.54608E-05 115000000.00016715002500.0001668860.000119267111000000.00022611002480.0002254750.0001905547000000.000359700251.20.0003588360.0003366134000000.000689400275.40.0006883630.0006756653000000.000993300297.90.0009925070.0009829832000000.001707200341.40.0017055450.
11、0016991961000000.004497100449.70.0044869190.004483744500000.0121506050.012027380.012025793E=31500MPap=2.4e-9T/mm3u=0.2C40受壓名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力:真實應(yīng)發(fā)塑性應(yīng)及二187600000.000665187724750.0006650227500000.000899227704520.0008990.000198596268000000.00159268426120.0015890.000764122248000000.0020724851336 10.0020680.00
12、1304784228000000.00234228533520.0023370.001635728;200000000.00271200542000.0027060.00209095174000000.003117453940 :0.0030950.00255982 1150000000.00354150531000.0035340.00307221124000000.00415124514600.0041410.003759874100000000.00496100496000.0049480.00464004774000000.006357446990 10.006330.00610223
13、1:50000000.0088250441000.0087810.00862748524000000.016924405600.0167590.01668493814000000.02781438920 10.0274210.027377519110000000.03821038200 0.0374880.0374576751E=32500MPap=2.4e-9T/mm3u=0.2C40受拉名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)1塑性應(yīng)發(fā)23900000.00010423902490.000104020000000.00013720002750.0001377.57521E-0518500000.0
14、0014818502740.0001489.13659E-05115000000.00017915002690.000179 10.0001328313000000.00020313002640.0002030.00016307911000000.00023611002590.0002360.0002018267000000.000364700254.80.000364 10.0003423954000000.000677400270.80.0006770.0006643633000000.000964300289.10.0009630.0009541052000000.00163520032
15、70.0016340.0016275111000000.004246100424.60.0042370.004233934500000.0113550567.50.0112860.011284534E=32500MPap=2.4e-9T/mm3u=0.2HPB30CS 拉名義應(yīng)力 名義應(yīng)及真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)發(fā)3000000000.0014293004285710.00142803000000000.0154293046285710.0153110.01388218830000000010.03:3090000000.0295590.0281302313000000000.042857312
16、8571000.0419640.0405354913200000000.052383367616000.0510540.04953045634000000010.0619040600630.058444287360000000 0.07142813857140800.0689920.0672780523800000000.0809524107615700.0778420.0760321484000000000.0904754361900000.0866130.084708619420000000 0095310.09331018E=21000
17、0MPap=7.8e-9T/mm3u=0.3HRB335名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)發(fā)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+080.0344010.0324608023.95E+080.0454.13E+080
18、.04401710.041953014.15E+080.0554.38E+080.0535410.0513516424.35E+080.0654.63E+080.0629750.0606584244.55E+080.0754.89E+080.07232110.069875037E=200000MPap=7.8e-9T/mm3u=0.3HRB40(g 拉名義應(yīng)力名義應(yīng)發(fā)真實應(yīng)力真實應(yīng)發(fā)塑性應(yīng)發(fā)4000000000.0024008000000.00199804000000000.0034012000000.0029960.0009955094000000000.0044016000000.0039920.0019920214000000000.0054020000000.0049880.0029875424200000
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(hù)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(fù)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
- 英語兒歌教學(xué)法模板
- 常用大宗物資采購方案
- 常德學(xué)校信息課程設(shè)計
- 常州玻璃鱗片膠泥施工方案
- 常州地區(qū)紅色文化研究報告
- 帶貨主播培訓(xùn)方案
- 帶式輸送技術(shù)課程設(shè)計
- 布藝校本課程設(shè)計
- 布料倉庫防蟲措施方案
- 市政道路圍擋施工方案
- 廣西柳鐵一中2025屆高考仿真模擬生物試卷含解析
- 小學(xué)二年級上學(xué)期音樂《大頭娃娃》教學(xué)課件
- 《創(chuàng)傷失血性休克中國急診專家共識(2023)》解讀課件
- 【真題】2024年常州市中考英語試卷(含答案解析)
- 衛(wèi)生室醫(yī)療質(zhì)量與安全管理領(lǐng)導(dǎo)小組、工作計劃、管理制度
- 2024年越南五水硫酸銅行業(yè)現(xiàn)狀及前景分析2024-2030
- 人教版九年級物理(上冊)期中試題及答案一
- 2024年秋八年級物理上冊 5.5顯微鏡和望遠(yuǎn)鏡教學(xué)設(shè)計 (新版)新人教版
- 道路照明設(shè)施評定考核表
- 員工合同延期模板
- 代理銷售模式創(chuàng)新與優(yōu)化
評論
0/150
提交評論