The calibration procedure to determine the restrained shrinkage and the mathematical models to quantify the tensile stress elastic strain and tensile creep are expounded .

文中论述了混凝土约束收缩的测量方法和自生 拉应力、弹性应变和 徐变的量化的数学计算方法。

Tensile Creep of High Performance Concrete Under Restrained Condition

高性能混凝土在约束条件下的 受 拉 徐变特征

From the test results and the mathematical model the factors of the tensile creep model the early tensile creep and the relaxation modulus of repair materials were determined .

通过试验，测定了3种典型修复材料的 拉 徐变模型参数，从而根据数学模型确定了早期拉徐变及其松弛模量表达式。

The linear damage rule was applied to predict the life of cc type cycle that contains both tensile creep and compressive creep .

对同时包含 拉 /压蠕变的循环，采用线性累积损伤法则预测其寿命。

The mechanism of early-age cracking should be studied combining the investigation of setting and hardening shrinkage shrinkage stress tensile creep and cracking resistance .

结合早期凝结硬化、收缩变形、收缩应力、 拉伸 徐变、 弹性 模量及抗裂阻力观测，研究早期开裂机理；建立科学合理的开裂判据，较为准确的进行开裂预测。

The tensile creep curve was composed of the typical primary creep stage steady-state creep stage and the accelerated creep stage .

合金 拉伸 蠕变曲线具有典型的三阶段特征，即较短的减速蠕变阶段和较长的第三蠕变阶段。

Draw the concrete tensile creep contours with SURFER .

用SURFER绘制了道床板混凝土 拉伸 徐变等值线图。

The methods of creep test to get both curves of tensile creep rupture load vs time and creep strain vs time are compared . The procedures to extrapolate the two types of creep curves are presented .

比较了获得 拉伸 蠕变破坏荷载-时间曲线以及蠕变应变-时间曲线的试验方法，给出了外推这两种蠕变曲线数据的处理步骤。

Tensile Creep of UD-C_f / SiC Composites Prepared by Precursor Pyrolysis and Hot Pressing at Elevated Temperature

先驱体转化-热压单向Cf/SiC复合材料的高温 拉伸 蠕变

Experimental and theoretical research on tensile creep of early-age concrete

混凝土早龄 拉伸 徐变的试验与理论研究

Tensile creep behavior of magnesia-alumina bricks at high temperature

镁铝砖的高温 拉伸 蠕变行为

It was clear that the tensile creep behavior of EPDM / PP was influenced by the PP matrix .

EPDM/PP的 拉伸 蠕变特性受其PP连续相的影响。

The Research on Tensile Creep and Damage of Concrete

混凝土受 拉 徐变研究

Some Tensile Creep Characteristics of Frozen Loess

冻结黄土的 拉伸 蠕变特性

Draw the concrete shrinkage strain contours with SURFER . Shrinkage-compensating tensile test method was used to study the influence of mineral admixtures and temperature and humidity and loading age and degree of constraint on the performance of concrete tensile creep .

使用SURFER绘制了道床板混凝土收缩应变等值线图。采用补偿收缩直接拉伸试验方法研究了加载龄期、约束度、矿物掺合料和温湿度对混凝土 拉伸 徐变性能的影响。

The data and curves of the tensile creep of the above mentioned directions were obtained .

得出了 股骨 颈 松 质 骨三个方向的 蠕变数据和曲线。

It is observed that the tensile creep and stress - rupture fracture process have the intergranular characteristics .

K46合金的 拉伸、 蠕变和持久断裂都表现出沿晶（枝晶间）特征。

Uniaxial Tensile Creep of Concrete

轴 拉荷载下混凝土 徐变 性能的研究

Tensile Creep Damage and Creep Mechanism of 3D-C / SiC Composite

3D-C/SiC复合材料 拉伸 蠕变损伤和蠕变机理

Measurement of bulk viscosity by tensile creep method

测定本体粘度的 拉伸 蠕变方法

Early Tensile Creep of Structural Repair Material

结构修复材料的早期 拉 徐变研究

Slag can promote tensile creep while fly ash seem have no significant effect to promote tensile creep .

粉煤灰能促进 混凝土 的 拉伸 徐变，而矿粉对促进混凝土的拉伸徐变无明显效果。

Tensile Creep Behavior of a 3D-C / SiC Composite at Elevated Temperature

3D-C/SiC的高温 拉伸 蠕变性能

Some deformation characteristics of tensile creep revealed by a test of frozen saturated loess are presented in this paper .

本文以试验为依据揭示饱水冻结黄土 拉伸 蠕变过程的若干特点。

The empirical relation the Monkman-Grant relationship and the Larson-Miller parameter can be used for creep rupture life prediction for the Three-Dimensional C / SiC composite The damage can be accumulated during the tensile creep tests at elevated temperature .

用应力经验公式， Monkman-Grant关系和Larson-Miller参数这三种方法来估算3D-C／SiC复合 材料的蠕变持久寿命。

Thermoplastic Elastomer EPDM / PP Prepared by Complete Dynamic Vulcanization : Relationship between Its Textile Structure and Its Tensile Creep Behavior

动态全硫化热塑性弹性体EPDM/PP的织态结构与 拉伸 蠕变特性关系的研究

When environmental temperature and humidity are high the concrete have more hydration products and the internal moisture of specimens increase consequences greater concrete tensile creep .

环境温度和湿度均较大时，混凝土水化程度高，水化产物数量和种类多，试件内部水分较大，混凝土 拉伸 徐变越大。

Tensile tests were carried out from room to 1500 ℃ under vacuum . Tensile creep tests were carried out at 1100 ℃ 1300 ℃ and 1500 ℃ in vacuum respectively .

在室温至1500℃范围内真空下进行了拉伸试验，在1100℃、1300℃和1500℃真空下进行了 拉伸 蠕变试验。