欢迎来到天天文库
浏览记录
ID:32467318
大小:2.33 MB
页数:66页
时间:2019-02-06
《钢纤维混凝土的增强机理及断裂韧性的研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、摘要近年柬,钢纤维温凝土啦发展髯蜷迅遂,已经得到广泛的废用,大量礤究表踺镪野维前掺入使混凝±的菲线性及蜂德后鞔纯特性樗鄹显薯改善,钢纤维混激土的断裂性能怒钢纤维懑凝±熬蓬要力攀性戆乏一,僵鬟翦星建薅锯终维瀑凝主凝襄黪蠖垫舔究还较步。本文引进索混凝±的双K断裂凇则,考麟钢纤维瀹凝土的软化特性,对铡纤维滁凝土骜溪潦橇鍪黎凝裂蘩髅戆落’冀方法逡嚣磋究。著禳援豢蘧凝±囊寮绎缭滢凝±褥差箨,辩相关参故进行修正,搬出了通合计算钢纤维混凝土断裂韧性的方法。逶建霹掺撩不嚣长度、不满蒋菝搴辫锈瓣绥嚣袋主瓣三赢弩薅粱试验,溅褥锈纤维箍凝±的P~矗战线,P--CMOD曲线,缝合试验
2、结果辩锶纤缎的增强规理进行分板,姆试俘分为纤维体积率小予临界纤维体积率(Pr《户。)和纤维体积率犬于临界纤维体积率≤辨>矿。》溪释{鬻溪。摸黎遮嚣静媾蠢鎏爨了诗葵镶野黎游凝±鬣嚣攀甏参数藜方法。趔熙零文试骏数据,计冀德裂器缎试{串救凝裂参数,怼各参数龄分辑袭鼹,爨本文撬蕊螅方法计算钢辩雅混溅±的断璐韧性是合理韵,键表明为了充分发挥纤维的增强作用,谯实际建爨中遥袋涎绎缝舔穰率∥,痤该蕊岛>妒黼。避过麓模型痰爨骜藤浮运骥礁了袭实际应用学将起裂蜘度j涩作势结掬物的控制指橼是有慰雉的e掇出了纾罐滑移徽韵概念,并拟裔出纤维滑移爨和纤维特征参数的关慕式;通过对PI盎垒癌缓
3、骛羧谴诧娥遵褥爨了键纾缭滠凝主浆佬燕线,虢攥豢镶驽滚灌凝±懿挺锌黢变软化规律。爨震,露黪臻蹇熬蠹骞逮器了惑瑟,莠嚣镳簿黎邈凝±辩鬻方委瀚醑究鬟漱了旯赢建议。美蕤谬:锈黪潍混凝土;霰K凝螽i准涮;裂缝墨张开位移;断裂过糕区;断裂韧度AB瓣RA£专Rencently,steelfiberreinforcedconcrete(SFRC)hasbeenwidelyused,AlotofresearchhaveindicatedthatthesteelfibermixingintoconcretecanevideutIyimprovethenonlinearcharac
4、teristicandsofeningch锹,'acreristicafterpeakvalueofSFRC.Fracturecapabilib,ofSFRCis0124:ofimportantcapabili簪涟itsmechanicalcharacteristic,butthereareafewpeopleOnstudyingthefracturecharacteristicofSFRCinOUrCOuI{t姆.IntroduceddoubleuKfracturecriterionusedinconcreteandconsideredsofteningch
5、aracteristicofSFRC,this茹p口primarilyNudythestrengtheningmechanismand搬。methodofcalculatingthefracture£拼培bnegofSFRC。BasedonthedifferencebetweenconcreteandSFRC,amendedtherelativepwa搬etefs,thepapertales静findtheproperwaytocalculatethefracturetoughhessofSFRC.Throughtheexperimentofathree-po
6、intbendingbeamwhichismixed{#静differenttenghandvokrmrateofsteelf;ber,itmeasarestheP—AcurveandP-CMODcurveofSFRC.Combinedwiththeresultofexperiment。the持8∞转thatsteel夔淞enha琏cedtheloughressisanab恻.鞋isfoundthat建嚣specimen£曼程bedividedintotwocases:Pz《p煳andpf>P㈨-BasedonthetwoeasesttWOmethodstoc
7、alculatethedouble—KfracttrreparameterofSFRCaregiven,Then,usingthedataofexperiment,wecarlreceivedthefractureparameterofeveryspecimen.Throughanalyzingthefracturepa.-*'ameter,氇emethod08nbeprovedpropertocalculatethefracturetoughness·他eanalysisprovesthatthevelumratevaluemwhichischoseshou
8、ldmeetpS>pMinordert
此文档下载收益归作者所有