摘要
本文采用MTS试验机对C35和C40两种强度的混凝土进行了动态弯拉试验,应变速率分别为10—6/s、10—5/s和10—4/s。试验中以10—6/s速率下得到的数据作为拟静态状态,并以此作为其它速率下得到实验数据的对比依据。实验结果表明:随着应变速率的增加两种强度混凝土的弯拉强度有明显增加的趋势;两种强度混凝土的弯拉峰值应变随着应变速率的增加而提高。
In this article,we have used MTS testing machine to test both the C35 and C40 dynamic bending strength of concrete test. The rate of strain is 10-6/s, 10-5/s and 10-4/s. In the experiment the data achievement which obtains by the 10-6/s speed Under draws up the static condition, and as other rates are compared on the basis of experimental data.The experiment result expresses :with the increase of strain rate, the trend of the flexural strength of two kinds of concrete increases obviously ; the flexural failure strains of two kinds of concrete increase with the increase of strain rate.
出处
《建筑与环境》
2014年第4期58-59,共2页
ENVIRONMENTAL ARCHITECTURE
关键词
混凝土
弯拉强度
峰值应变
concrete
bending strength, peak strain