检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:陈宇良[1,2,3,4] 张绍松 叶培欢 李洪 姜锐[1] CHEN Yuliang;ZHANG Shaosong;YE Peihuan;LI Hong;JIANG Rui(School of Civil Engineering and Architecture,Guangxi University of Science and Technology,Liuzhou 545006,China;Guangxi Engineering Research Center for Safety Prevention and Control of Assembly Structure,Guangxi University of Science and Technology,Liuzhou 545006,China;Liuzhou Key Laboratory of Green Advanced Civil Engineering Materials Application,Guangxi University of Science and Technology,Liuzhou 545006,China;Key Laboratory of Disaster Prevention&Mitigation and Prestress Technology of Guangxi Colleges and Universities,Guangxi University of Science and Technology,Liuzhou 545006,China)
机构地区:[1]广西科技大学土木建筑工程学院,广西柳州545006 [2]广西科技大学广西装配结构安全防控工程研究中心,广西柳州545006 [3]广西科技大学柳州市绿色先进土木工程材料应用重点实验室,广西柳州545006 [4]广西科技大学广西高校防灾减灾与预应力技术重点实验室,广西柳州545006
出 处:《建筑材料学报》2023年第5期457-464,共8页Journal of Building Materials
基 金:中国博士后科学基金资助项目(2021M693854);广西自然科学基金资助项目(2019GXNSFBA245030);广西科技大学博士基金项目(校科博18Z09)。
摘 要:基于再生卵石混凝土直剪试验,研究了再生卵石骨料取代率和试件尺寸对再生卵石混凝土剪切力学性能的影响.结果表明:与天然卵石混凝土相比,再生卵石混凝土的抗剪强度有较大提升,再生卵石骨料取代率为50%时抗剪强度提升最大,提高幅度最大为47%;峰值位移随着再生卵石骨料取代率的增大而增大,最大提高了115%;再生卵石骨料取代率和试件尺寸对混凝土剪胀性能影响较小;最后,给出了尺寸换算系数,建立了再生卵石混凝土抗剪强度尺寸效应律公式,计算值和实测值吻合良好.Based on the direct shear test of recycled pebble aggregate concrete,the effects of recycled pebble aggregate replacement rate and specimen size on shear mechanical properties of recycled pebble aggregate concrete were studied.The results show that compared with natural pebble aggregate concrete,the shear strength of recycled pebble aggregate concrete is greatly improved.With recycled pebble aggregate replacement rate of 50%,the shear strength is increased by 47%.The peak displacement increases with the increase of recycled pebble aggregate replacement rate,and the maximum increment is 115%.The replacement rate of recycled pebble aggregate and the size of the specimen have little effect on the dilatancy performance of concrete.Finally,the size conversion coefficient is given,and the size effect law formula of shear strength of recycled pebble aggregate concrete is established.The calculated values are in good agreement with the measured values.
分 类 号:TU528.01[建筑科学—建筑技术科学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.7