1) Repeated creep test
重复蠕变试验
2) triaxial repeated load creep tests
三轴重复荷载蠕变试验
3) creep test under repeated loading
重复加载蠕变试验
1.
This paper presents a method of rutting prediction of asphalt pavement based on the creep test under repeated loading to predict the degree of the rutting,thereby to guide the maintenance and repair of asphalt pavement.
本文重点研究了基于重复加载蠕变试验的沥青路面车辙预估方法,进而用于预测沥青路面的车辙病害程度,指导沥青路面的养护与维修。
4) Multi-step creep and recovery test
多应力重复蠕变恢复试验
5) creep test
蠕变试验
1.
Data processing and viscoelastic computation for creep test of asphalt mixture;
沥青混合料蠕变试验数据处理与粘弹性计算
2.
In order to study aluminum alloy creep age forming and present aluminum alloy creep constitutive model used in creep age forming FE simulation,7B04 aluminum alloy creep mechanical property was studied by carrying out creep tests under different stress levels at different temperature such as 145℃,155℃ and 165℃.
对新铝合金7B04分别在三个不同时效温度(145℃,155℃,165℃)不同应力水平条件下进行了多组蠕变试验,试验表明温度、时间、应力对7B04铝合金的蠕变行为都有较大的影响;根据蠕变变形特征提出了能够较好描述材料蠕变行为的本构模型,并对试验数据进行非线性最小二乘拟合,得到了每个温度下的蠕变本构方程中的材料参数。
3.
Uniaxial creep test had been carried out for 10CrMo910 steel at 550℃.
0数值分析的功能 ,快速确定了有关材料常数 ,从而得到了 10CrMo910钢在给定温度下的蠕变损伤本构和演变方程 ,与蠕变试验结果进行了比较 ,得到了与实验相一致的结论。
6) creep experiment
蠕变试验
1.
Based on the creep experiments for CE131 geonet and SDL25 geogrids,under long-term load and different load levels,the creep characteristic is studied.
通过对目前广泛应用于加筋土工程的特种筋材——CE131土工网、SDL25土工格栅进行了不同应力水平作用下的长期荷载蠕变试验。
2.
Through the uniaxial compression creep experiment of surrounding rock of Qinling tunnel at different temperature, the creep law of the surrounding rock at different temperature was obtained in this paper,the creep model which can describe the property of surrounding rock was derived ,and the parameters of the model were determined by using experiment data.
通过对秦岭隧道混合片麻岩试件在不同温度下的单轴压缩蠕变试验，得出了不同温度下围岩的蠕变特性，提出可用以描述围岩蠕变特性的模型，并用试验数据确定出模型的参
3.
Based on the uniaxial creep experiment with step-loading,the long term strength of pillar rockmass before grottoes No.
基于分级加载单轴抗压蠕变试验,研究世界文化遗产云冈石窟9,10,12窟窟前立柱岩体的长期强度,并对其长期承载力学性能进行评价。
补充资料：CJ-2计算机控制陶瓷材料高温蠕变试验机
CJ-2计算机控制陶瓷材料高温蠕变试验机
鲡 C」一2计算机控制陶瓷材料高温蠕变试验机 中国科学院上海硅酸生研完所供稿
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条