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modulus相关的网络例句

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与 modulus 相关的网络例句 [注:此内容来源于网络,仅供参考]

And the physical gelation, which corresponds to the crosspoint of modulus G'and G, was resulted from the vitrification of thermoplastic-rich phase.

对照两相组成与转化率的相图发现,环氧体系的转化率在相分离过程中变化很小,而且一般早于环氧的化学凝胶点。

The results were found as following:(1) The damage value increases more significantly with the increase in PVF before 30% PVF, beyond which the increasing trend becomes gradually gentle.(2)Keeping the interphase strength and PVF unchanged, the damage increase with increasing moisture concentration in a nearly linear relation.(3)The results generated from the FCC model with consideration of the interphase debonding are in good agreement with the experimental data, meanwhile, the FCC model is also capable of predicting the critical load for the damaged and the undamaged dental composite subject too the 3-point flexural test.4 A 3D-fmite element analysis has been successfully exploited to examine the mechanical behavior of the restoration-tooth structure under the polymerization shrinkage and water sorption. It was found:(1) The low stiffness of the composite has the effect to limit the displacement occurring in the remaining tooth tissue. For lower interphase, the cuspal flexures are litter higher. The high interphase modulus acts as a \'shielding effect\' for stress transfer.

得到如下结论:(1)相同的吸湿性,在30%PVF(颗粒体积分数:Particle volume fraction,PVF)前增加PVF,层间脱胶损伤值显著增加;此后损伤值的增加趋于平缓;(2)保持层间强度和PVF不变,层间脱胶损伤随吸湿率的增加而接近线性增加;(3)FCC(面心立方:Face-centred cubic,FCC)模型层间脱胶损伤的预测结果和实验数据基本吻合;同时此模型可以用于预测牙齿填充材料三点弯曲实验的临界载荷。4、建立理想牙齿修复结构,利用有限元方法研究了同时考虑聚合收缩和吸湿膨胀耦合作用下的填充修复材料和粘结界面层材料性能对牙齿修复结构的力学行为的影响,得到如下结论:(1)低弹性模量的牙齿填充修复材料能限制天然牙组织的位移,但天然牙组织的位移与粘结界面层的弹性模量无关。

Through a great deal of indoor and outdoor testing, a rapid method with Portable Falling Weight Deflectometer to test subgrade resilient modulus is studied.

本文通过大量的室内外试验研究与分析,探讨了一种路基回弹模量的快速检测方法——便携式落锤弯沉仪(PFWD:Portable Falling Weight Deflectometer)法。

At the same time, the evaluations of pavement performance with FWD are researched based on the backcalculation results. We also analyse the mathematical basic of the solvability conditions for inverse problems, the dynamic problems of pavement and the dynamic backcalculation of subgrade modulus of PFWD (Portable Falling Weight Deflectometer).

同时,采用模量反算结果进行了FWD评价路面性能的应用研究,分析了反问题有解存在的数学基础,探讨了路面动力分析问题,并对PFWD的路基模量动力反算问题进行了研究。

Three types of subgrade filling material are selected to analyze the change rule of subgrade resilience modulus under different compaction. Meanwhile PFWD(portable falling wei-ght deflectometer) is combined to integrate this parameter with compaction of construction control index,which brings about the conversion relation between three subgrade filling material and compaction. It can provide reference for pavement design and construction.

选定三种不同类型的路基填料,分析在不同压实度条件下路基回弹模量的变化规律,并结合PFWD检测方法,将设计参数回弹模量与施工控制指标压实度联系起来,得出三种路基填料的回弹模量与压实度的转换关系,可为路面设计与施工提供合理的依据。

This article describes that the contrast tests on the subgrade filled with natural sand-gravel was conducted with portable falling weight deflectometer and Benkelman beam,respectively,the correlation analysis on the modulus from the above tests was conducted and the empirical formula was obtained.

对填料为天然砂砾的路基用便携式落锤弯沉仪与贝克曼梁进行了对比试验,将便携式落锤弯沉仪所得模量与贝克曼梁弯沉进行相关分析,并得到经验公式。

The above-mentioned T8 glass-ceramic showed only 25 % decrease in IR transmittance, 17 % increase in hardness, 61 increase in dilatometric softening point, and 19 % increase in Young s modulus.

上述试片之IR穿透率与T8起始玻璃比较,仅下降了25 %,但硬度上升了17%;与未添加成核剂的玻璃比较,膨胀仪软化点上升约61℃,杨氏系数上升约19 %。

The relaxation modulus, the relaxation time spectra and the structure parameters C 1 and C 2 in the WLF equation were derived from the dynamic mechanical temperature spectra of the cationic dyeable PET fibres after heat setting.

对热处理的阳离子可染改性涤纶测得的动态力学温度谱,求得松弛模量,应力松弛谱以及WLF方程中的结构常数C1和C2,分析了试样超分子结构的变化,说明了热处理工艺改善纤维可染性的机理。

On the foundation that designs research eclectically in module, CMOS twinkles model modulus converter can be achieved high-powered with low power comsumption.

在模块折中设计探究的基础上,CMOS闪烁型模数转换器可达到高性能和低功耗。

Physiological indexes of drought-resistance, namely the four water parameters of osmotic potential at the turgor loss pointπ(subscript p, water potential at the water saturation point (π0), bulk modulus of elasticity, and the rate of bound water in cells V(subscript p/V0, for the three fire resistant trees, Schima superba, Cyclobalanopsis glauca, and Elaeocarpus glabripetalus, were studied using the pressure-volume technique.

应用压力-容积分析技术测定了木荷Schima superba,秃瓣杜英Elaeocarpus galbripetalus和青冈Cyclobalanopsis glauca等3个防火树种春季、夏季和秋季的水分特征参数,即初始质壁分离点渗透势π,饱和含水量时的最大渗透势π0,细胞弹性模数ξ,细胞质壁分离时的共质体水体积量与饱和时共质体水体积量之比V/V0。

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