全级···混凝···的边···寸效·

项目来源

国家···学基···SF··

项目主持人

管俊·

项目受资助机构

华北···电大·

项目编号

51···09·

立项年度

2017

立项时间

未公开

研究期限

未知 / 未知

项目级别

国家·

受资助金额

59.00万元

学科

工程···科学-水利··-水工··

学科代码

E-E09-E0906

基金类别

面上··

关键词

非线··· ; 边··· ; 准···裂 ; ···应 ; ···水工··· ; Fu··· g···ed···dr···ic···nc···e ; ···nd··· e···ct···ze···fe···qu···-b···tl···ra···re···n-···ea···od···

参与者

白卫···颖;···;姚···李长···国双···羽;···;韩···

参与机构

华北···电大··

项目标书摘要:项目···绕确···全级···混凝···材料···预测···际性···高拱···核心···基于···宏观···断裂···本质···细观···性引···实,···料颗···缝、···寸等···破坏···影响···试验···理论···典型···例相···手段···系统···坝全···工混···裂的···尺寸···究。···同骨···、试···与加···的系···研究···由小···件确···土真···参数···与模···验方···立适···性与···性断···的统···表达···确大···土断···界与···应机···建预···结构···破坏···模型···方程···形成···坝混···裂性···与裂···的理···。课···重点···由处···性断···件确···真实···理论···,建···破坏···预测···方程···研究···我国···构与···国际···展具···科学···意义·

Application Abstract: Th···pr···ct···ll···ve···ga···ke···ci···if···is···s ···th···on···uc···n ···su···-h··· a··· d···,n···ly···te···ni···th···ct··· m···ri···pa···et··· o···ul···gr···d ···ra···c ···cr··· a···pr···ct··· t···ac···l ···uc···al···ar···er···ic···f ···s.··· m···os···ic···nl···ar···ac···e ···pe···es··· c···re···co···ib··· t···es···op···he···og···it···nd···us···e ···pl··· i···ue···s ···ag···ga···gr···ti···cr··· l···th···d ···ci··· s··· o···ra···re···ll··· c···id···d ···th···pr···ct···is···oj··· w··· c···in···xp···me···l ···dy···eo···ic···re···rc···nd···pi··· a··· d···an···si···o ···du···a ···pr···ns··· a···sy···ma··· r···ar···on···e ···nd··· a···si···ef···ts··· a···ll···ra··· h···au··· c···re···fr···ur···n ··· b···s ···sy···ma··· e···ri···ts···vo···ng···ff···nt···gr···te···ad···on···ec···n ···e,··· l··· t···s,···im···ve···he···ti··· m···l ··· a···ve···et··· w··· b···st···is··· t···et···in···he···tu···ma···ia···ar···te···of···ll···ra··· h···au··· c···re···us··· s···l ···ci···s.···fi···an···ti··· e···es···ns···ll··· d···ce···o ···di···th···at···al···ru···re··· l···ar···d ···li···r ···st···fr···ur···Th···ri···pl···f ··· b···da···an···iz···ff···s ···fu··· g···ed···dr···ic···nc···e ···l ···de···mi···.S···ra···ra···ca···qu···on···or···ed···in···he···di···ua···tr···ur···fa···re···f ···s ···l ···de···op···In···di···n,···ra···re···rf···an···ev···at··· a···cr··· p···ic···n ···te···il···e ···ab···he···or···e ···ra···c ···cr··· o···up···hi···ar···da···Th···ur···t ···dy···cu··· o···mp···in···he···eo···mo···,a···te···me···d ··· d···rm···ng···tu···ma···ia···on···nt···s ···l ···on···ve···in···nd···du···pr···ct··· e···ti··· f···st···tu··· f···ur···po···he···mp···io···f ···s ···je···th···nf···nc···of···ie··· a···en···ee···g ···hy···ul···ma···ia···an···tr···ur···in···in···il···is···o ···ar···le···ig··· i···he···el···f ···er···io··· d···st···es·

项目受资助省

河南·

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  • 1.全级···混凝···的边···寸效···报告

    • 管俊峰;
    • 《华北水利水电大学;》
    • 2021年
    • 报告

    实验···下试···真实···能存···关键···题:···寸试···准确···实材···;基···参数···预测···真实···性。···个问···混凝···领域···的亟···的关···。区···寸效···仅关···绝对···项目···料、···试件···影响···了由···条件···劈拉···与四···、单···边拉···式确···土材···的模···法;···现行···定强···度时···用不···型式···方法···样尺···制裂···严格···范要···术局···于砂···凝土···、金···料的···果,···所提···方法···性。···度与···度两···参数···述混···石试···性化···性,···可涵···——···——···断裂···破坏···阐述···断裂···态的···件,···结构···材料···的联···,实···构断···的个···测。···寸效···和边···模型···,考···土骨···曲线···影响···了改···凝土···粒断···。建···无缝···定混···岩石···度的···表达···需小···缝试···值荷···可直···出无···应的···与岩···裂韧···展了···凝土···度与···度等···数的···方法···了起···与起···之间···公式···点弯···入劈···点弯···同类···土试···裂荷···裂韧···了成···。发···测低···低合···构断···的弹···裂理···型,···断裂···屈服···强度···参数···了可···有试···安全···线,···金属···数及···属结···提供···路。···裂缝···、离···个性···征是···属性···混凝···等材···扩展···性,···展了···布断···和威···断裂···揭示···土试···随机···示尺···的本···。

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