混凝土本構(gòu)大數(shù)據(jù)的

混凝土本構(gòu)大數(shù)據(jù)的

ID:29200933

大?。?20.50 KB

頁數(shù):19頁

時間:2018-12-17

混凝土本構(gòu)大數(shù)據(jù)的_第1頁
混凝土本構(gòu)大數(shù)據(jù)的_第2頁
混凝土本構(gòu)大數(shù)據(jù)的_第3頁
混凝土本構(gòu)大數(shù)據(jù)的_第4頁
混凝土本構(gòu)大數(shù)據(jù)的_第5頁
資源描述:

《混凝土本構(gòu)大數(shù)據(jù)的》由會員上傳分享,免費在線閱讀,更多相關(guān)內(nèi)容在工程資料-天天文庫

1、實用標(biāo)準(zhǔn)文案附錄一動力彈塑性分析的材料非線性參數(shù)取值一混凝土材料:混凝土材料采用塑性損傷模型(Plastic-DamagedModel)(1).根據(jù)GB50010-2002混凝土強(qiáng)度分類如下:C25,C30,C35,C40,C45,C50,C55,C60,C65,C70,C75,C80(1)彈性模量:按(2)表4.1.5,單位kN/m2表1彈性模量C25C30C35C40C45C502.8E73E73.15E73.25E73.35E73.25E7C55C60C65C70C75C803.55E73.6E73.65E73.7E73.75E

2、73.8E7(2)泊松比,統(tǒng)一取0.2(參閱(2)的4.1.8)(3)剪切模量:按(2)表4.1.5中的0.4倍采用(參閱(2)的4.1.8).(4)密度(2):2.5T/m3(5)單軸應(yīng)力-應(yīng)變關(guān)系混凝土材料軸心抗壓和軸心抗拉強(qiáng)度標(biāo)準(zhǔn)值按(2)表4.1.3采用.A:單軸受壓,其應(yīng)力-應(yīng)變關(guān)系方程如下(參閱(2)C.2.1,P206):當(dāng)時當(dāng)時精彩文檔實用標(biāo)準(zhǔn)文案在0–0.7fc的應(yīng)力范圍為線彈性,其彈性模量按表1.大于0.7fc為塑性范圍,應(yīng)力-塑性應(yīng)變關(guān)系如下:B:單軸受拉,其應(yīng)力-應(yīng)變關(guān)系方程如下(參閱(2)C.2.2,P208

3、):當(dāng)時當(dāng)時在0–ft的應(yīng)力范圍為線彈性,其彈性模量按表1.大于ft為塑性范圍,應(yīng)力-塑性應(yīng)變關(guān)系如下:據(jù)此得到下列各等級混凝土材料在拉和壓屈服后的應(yīng)力(kN/m2)-塑性應(yīng)變關(guān)系:*Material,Name=C25*Concretecompressionhardening應(yīng)力(kN/m2)塑性應(yīng)變11690.,016700.,0.00080869313239.8,0.002337399841.27,0.003863897674.36,0.00534646248.49,0.006802455255.01,0.008243054527

4、.98,0.009674143974.73,0.0110993540.4,0.0125197*Concretetensionstiffening1797.8,01780.,0.0000255151191.06,0.000135635精彩文檔實用標(biāo)準(zhǔn)文案859.483,0.000236563684.527,0.000331898576.455,0.000424844502.469,0.000516573448.233,0.000607596406.519,0.000698173373.278,0.000788446131.57,0.00

5、355876*Material,Name=C30*Concretecompressionhardening14070.,020100.,0.00080189814636.6,0.0024559110073.3,0.004079927500.85,0.005637565931.13,0.007161794889.86,0.008668394153.49,0.01016483607.,0.0116553186.09,0.0131409*Concretetensionstiffening2030.1,02010.,0.00002825631

6、232.19,0.00014944849.073,0.000257466660.524,0.000359008548.371,0.000458002473.404,0.000555757419.357,0.000652815378.298,0.00074944345.892,0.000845777118.271,0.00380631*Material,Name=C35*Concretecompressionhardening16380.,023400.,0.00078943115814.6,0.0025625310267.4,0.00

7、4270927408.77,0.00589395精彩文檔實用標(biāo)準(zhǔn)文案5749.74,0.007478914682.74,0.009045073943.69,0.01060083403.29,0.01215032991.69,0.0136956*Concretetensionstiffening2222.,02200.,0.00003014271253.05,0.000160189834.315,0.000273466638.442,0.000379668524.938,0.000483255450.278,0.000585609397

8、.041,0.000687284356.924,0.000788541325.457,0.000889524109.188,0.00399589*Material,Name=C40*Concretecompression

當(dāng)前文檔最多預(yù)覽五頁,下載文檔查看全文

此文檔下載收益歸作者所有

當(dāng)前文檔最多預(yù)覽五頁,下載文檔查看全文
溫馨提示:
1. 部分包含數(shù)學(xué)公式或PPT動畫的文件,查看預(yù)覽時可能會顯示錯亂或異常,文件下載后無此問題,請放心下載。
2. 本文檔由用戶上傳,版權(quán)歸屬用戶,天天文庫負(fù)責(zé)整理代發(fā)布。如果您對本文檔版權(quán)有爭議請及時聯(lián)系客服。
3. 下載前請仔細(xì)閱讀文檔內(nèi)容,確認(rèn)文檔內(nèi)容符合您的需求后進(jìn)行下載,若出現(xiàn)內(nèi)容與標(biāo)題不符可向本站投訴處理。
4. 下載文檔時可能由于網(wǎng)絡(luò)波動等原因無法下載或下載錯誤,付費完成后未能成功下載的用戶請聯(lián)系客服處理。