摘要
采用尺寸为515mm×100mm×100mm初始缝高比从0.1变化至0.8的三点弯曲梁试件,利用试验测得起裂荷载Pini、最大荷载Pmax及对应的裂缝口张开位移CMODc等参数,研究了缝高比a0/h对海水海砂混凝土双K断裂参数的影响。并以相同配合比的淡水河砂梁作为对照组,进一步研究了海砂海水混凝土双K断裂参数与普通混凝土之间的关系。结果发现海水海砂混凝土断裂参数在a0/h=0.25~0.7范围内时可以认为是一常数;海水海砂混凝土梁断裂参数比相同配合比情况下的淡水河砂梁大且对边界影响更加敏感。
In this study, three-point bending tests are carried out on notched seawater sea sand concrete (SSC) beams with sizes of 100 mm × 100 mm×515 mm and initial notch-to-depth ratios a0 / h from 0.1 to 0.8.The initial cracking load P ini , maximum load P max and corresponding crack mouth opening displacement CMOD c are obtained from the tests.The effect of a0 / h on the double-K fracture parameters is analyzed.Moreover, tests on ordinary concrete (OPC) with the same mix proportion are performed for comparison.Results show that the fracture parameters of SSC almost keep constant when the a0 / h is from 0.25 to 0.7 and they are more sensitive to the boundary effects compared to those of OPC.
作者
臧朝会
杨树桐
金亮亮
ZANG Chaohui;YANG Shutong;JIN Liangliang(Department of Civil Engineering, College of Engineering, Ocean University of China, Qingdao 266100, China)
出处
《海洋工程》
CSCD
北大核心
2019年第4期142-150,共9页
The Ocean Engineering
基金
国家自然科学基金项目(51778591)
关键词
海水海砂混凝土
双K断裂参数
缝高比
配合比
断裂韧度
seawater sea sand concrete
double K fracture parameters
notch-to-depth ratio
mix proportion
fracture toughness
