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1)  Hardening Soil constitutive model
Hardening Soil本构模型
2)  Hardening-Soil Model
Hardening-Soil模型
1.
Secondly, the factors which influence the displacement and internal force of sheet-pile wharf are analyzed using finite element software Plaxis, with the simulation of soil by Hardening-Soil Model.
其次,用Plaxis有限元软件进行计算,采用其中的Hardening-Soil模型模拟土体,对影响板桩码头位移和内力的各因素进行分析,明确变化趋势,并基于此得到适用于大型深水板桩码头的结构优化尺寸。
3)  Kinematic-Hardening-Cap model
Kinematic-Hardening-Cap模型
4)  constitutive model
本构模型
1.
Nonlinear constitutive model research on concrete considering temperature effect;
考虑温度影响的混凝土非线性本构模型
2.
Rheological stress constitutive model of medium carbon constructional quality steels under thermal tension;
中碳钢热拉伸流变应力本构模型
3.
Program implementation of 3-D expanded constitutive model of Cosserat medium for laminated salt rock;
层状盐岩体三维Cosserat介质扩展本构模型的程序实现
5)  constitutive models
本构模型
1.
The 3D images of geotechnical constitutive models in the stress space;
应力空间岩土本构模型的三维图像
2.
Study of elastoplastic neural network constitutive models for sand under different stress paths;
不同应力路径下砂土的神经网络弹塑性本构模型研究
3.
Advances on the research of dynamic constitutive models of saturated soils;
饱和土体动力本构模型研究进展
6)  constitutive relationship
本构模型
1.
Study on high-temperature constitutive relationship of Ti-46.5Al-2.5V-1.0Cr-0.3Ni alloy
Ti-46.5Al-2.5V-1.0Cr-0.3Ni合金高温锻造本构模型研究
2.
A constitutive relationship has been applied to study the behavior of str uctures and composites of the shape-memory alloy(SMA).
建立1种本构模型,用于研究形状记忆合金(SMA)结构和复合材料的力学响应。
3.
Based on unloading tests of high slopes of permanent ship locks in Three Gorges Project and assuming the unloading stress-strain curves of rock mass is hyperbola nonlinear elastic curve,hyperbola nonlinear elastic unloading constitutive relationship is educed,which overcomes the shortcoming that ordinary elastic-plastic model assumes.
基于三峡永久船闸高边坡岩体开挖卸荷物理模拟试验结果,假定岩体卸荷应力~应变曲线为双曲线型非线性弹性曲线,据此提出了岩质边坡开挖卸荷双曲线型非线性弹性本构模型,克服了常规弹塑性本构模型假定岩体卸荷阶段应力应变关系为线弹性的缺陷。
补充资料:quick setting and rapid hardening fluo-aluminate cement
分子式:
CAS号:

性质:简称双快氟铝酸盐水泥。用适当成分的生料烧成以氟铝酸钙为主要成分,硅酸二钙为次要成分的熟料,加适量石膏、粒化高炉矿渣和激发剂等,共同磨细制得的水硬性胶凝材料。具有凝结快、早期强度高等特点。常温凝结时间只有几分钟,可加缓凝剂按需要调节。主要用于抢修工程及堵水工程。也可用作型砂黏结剂。 

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