Calculation modeling of flexural reinforсed conсrete elements adjusted for crack propagation resistance of concrete.docx

《Calculation modeling of flexural reinforсed conсrete elements adjusted for crack propagation resistance of concrete.docx》由会员分享，可在线阅读，更多相关《Calculation modeling of flexural reinforсed conсrete elements adjusted for crack propagation resistance of concrete.docx（5页珍藏版）》请在第一文库网上搜索。

1、European researcher. 2011. N 5-1 (7)UDC 624.072.221CALCULATION MODELING OF FLEXURAL REINFORCED CONCRETEELEMENTS ADJUSTED FOR CRACK PROPAGATION RESISTANCEOF CONCRETE1 Evgeny N Peresipkin2 Sergey V. Shevtsov3 Victor S. Shevtsov4 Valery N. Sidorov1 Sochi State University for Tourism and RecreationSovet

2、skaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaThe doctor of technical sciences, Professor2 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, Russiapostgraduate student (in technical science)3 Sochi State University for Tourism a

3、nd RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaPhD (technical), Professor4 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaPhD (technical), ProfessorE-mail: vishevmaiLruThe calculation modeling of concre

4、te structures is shown. Function model allowsmore exact (as compared with traditional design diagrams) mode determination ofdeformation characteristics of construction in all stages of process.Keywords: function model, reinforced concrete components, crack propagationresistance, fracture mechanicsB

5、Hacomee BpeM b cpoejibcBe jih BbiojiHeHH caqecHx paceoBoHCpyBHbix 3JieMHT0B (onpeejieHHH ycHJift, HapeHft h eopMaul b3jeMHax 0HcpyBH0ft cxeMbi), a paBHjo, c0Jib3y)cH ceulHajibHbieoMbioepHbie porpaMMbi porpaMMHbie oMjecbi, b ochob oopbix jeaMeobi yHu,0HajibH0r0 MoaejmpBaHHH oaoMy CBepmeHCTB0BaHe pa3B

6、eaeopMaHHHbix Mfejefi eje306e0Ha pa3pa60a Ha x ocHOBe MeoB pacea,yHHTbiBaonx 06pa30BaHHe pemHH h pa3Be HeypyrHx aeopMalHii beje306e0HHbix 3JieMHax, a ae hx peajiH3a b bh oMbioepHbix porpaMMpacea cpoejibHbix oHCpyii, ocaoc BecbMa ayajibHbiM.B pe3yjibae npoBeaeHHbix HccjeA0BaHH 1, 2 pa3pa60aH Me04 pac

7、ea3r6aeMbix eje306e0HHbix oHCpyu1H c yoM copoBjeHH 6eoapacpocpaHeHo pemH. PacHbie ypaBHHH ojyqeHbi c noMombio roe3bijiockx ceneHnn ycoHH-jiHHeftHbix arpaMM eopMHpoBaHM 6eoHa h cajibH0HapMaypbi.Oco6eHHcbio Me04a BJiHec BKJi)HeHe b CHCeMy BHypeHHx ycnjinnpe3yjibpy)jler0 Beopa HapHceH b 0pecH0c BepHHbi

8、 pemHbi, raeypyre HapeHH peBbima) pacHoe copoBjeHe 6eoa paceH)“只 paHHeco peaj3auH npe/viaraeMoro Meoaa pacea 3r6aeMbixeje306e0HHbix 3JieMeHT0B 6biJia pa3pa60aHa yHH0HajibHaH Moaejib, b ocHOByoopoft 6bija ojoeHa MeoJiorH yHu,0HajibH00 MOejinpoBaHnn IDFo 3, 4UDC 624.072.221CALCULATION MODELING OF FLEX

9、URAL REINFORCED CONCRETEELEMENTS ADJUSTED FOR CRACK PROPAGATION RESISTANCEOF CONCRETE1 Evgeny N Peresipkin2 Sergey V. Shevtsov3 Victor S. Shevtsov4 Valery N. Sidorov1 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaThe doctor of techn

10、ical sciences, Professor2 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, Russiapostgraduate student (in technical science)3 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaP

11、hD (technical), Professor4 Sochi State University for Tourism and RecreationSovetskaya street 26a, Sochi city, Krasnodar Krai, 354000, RussiaPhD (technical), ProfessorE-mail: vishevmaiLruThe calculation modeling of concrete structures is shown. Function model allowsmore exact (as compared with tradi

12、tional design diagrams) mode determination ofdeformation characteristics of construction in all stages of process.Keywords: function model, reinforced concrete components, crack propagationresistance, fracture mechanicsB Hacomee BpeM b cpoejibcBe jih BbiojiHeHH caqecHx paceoBoHCpyBHbix 3JieMHT0B (on

13、peejieHHH ycHJift, HapeHft h eopMaul b3jeMHax 0HcpyBH0ft cxeMbi), a paBHjo, c0Jib3y)cH ceulHajibHbieoMbioepHbie porpaMMbi porpaMMHbie oMjecbi, b ochob oopbix jeaMeobi yHu,0HajibH0r0 MoaejmpBaHHH oaoMy CBepmeHCTB0BaHe pa3BeaeopMaHHHbix Mfejefi eje306e0Ha pa3pa60a Ha x ocHOBe MeoB pacea,yHHTbiBaonx 06

14、pa30BaHHe pemHH h pa3Be HeypyrHx aeopMalHii beje306e0HHbix 3JieMHax, a ae hx peajiH3a b bh oMbioepHbix porpaMMpacea cpoejibHbix oHCpyii, ocaoc BecbMa ayajibHbiM.B pe3yjibae npoBeaeHHbix HccjeA0BaHH 1, 2 pa3pa60aH Me04 pacea3r6aeMbix eje306e0HHbix oHCpyu1H c yoM copoBjeHH 6eoapacpocpaHeHo pemH. PacHbie ypaBHHH ojyqeHbi c noMombio roe3bijiockx ceneHnn ycoHH-jiHHeftHbix arpaMM eopMHpoBaHM 6eoHa h cajibH