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The optimum technology was that aqueous phase and oil phase mixed at 70 ℃, sheared 20 min by high speed shearing machine and then passed the ultra-high pressure nano homogenizer 6 times under the pressure of 900 bar.

结果 最优处方为10%油相,1.2%乳化剂,0.1%稳定剂;最优工艺为水相和油相在70 ℃混合,10 000 r/min高速剪切20 min,在900 bar压力下高压均质6次。

The optimal conditions through testing of defoaming performance and foam suppressing performance are:reaction temperature at 100 ℃;for 10 h;the mass ratio of polyether to hydrogenous silicone oil is 15∶1 and the dosage of catalyst is 0.2%.

聚醚改性聚硅氧烷消泡剂是将聚醚和有机硅消泡剂两者的优点有机结合起来的一种新型高效消泡剂,由于其消泡效力强,且其耐热性、抗剪切性及耐酸碱盐性能好,加之还具有无毒无味、贮藏稳定及使用方便等优点,因而被广泛用在各种场合,特别是用于许多苛刻条件下的消泡,比如纺织品高温染色工艺、发酵工艺中的消泡[1],但是此类消泡剂在我国还处于研制阶段,很

The aqueous viscosity behavior of konjac glucomannan hydrosol under different conditions such as different shearing rates,mass fractions of KGM hydrosol,storage times,and temperatures was studied.

对魔芋葡甘聚糖水溶胶在不同剪切速率、浓度、放置时间、温度等条件下的粘度行为进行了研究。

The longitudinal displacement patterns of the composite girder are put forward by author according to its structural properties and hypothetic conditions.

针对组合梁上述特点,在一定的假设条件下,笔者提出了组合梁考虑剪力滞效应时的纵向位移模式。

However, the Lateral Shear Interferometer can realize the two kinds of measurement, and it is the better tool for aero-optical test. For ordered aberration, it is deduced and simulated that the ability of wavefront reconstruction of LSI is better than Hartmann Wavefront Sensor , for the indirect sampling information of wavefront with LSI is more than HWS.

进一步分析了随机扰动和有序扰动的测量方法,指出在两种扰动同时存在的条件下,横向剪切干涉仪可以同时对两种扰动进行测量,因而是近场测量气动非均匀介质对光束质量影响的较好的研究方法。

The local stress and average stress in different phases for a particle or a fiber with a graded interphase embedded in an infinite matrix under a general macroscopic loading are derived, then Mori-Tanaka and the generalized self-consistent methods have been used to evaluate the effective elastic and viscoelastic properties of the composites.

首先给出了具有沿径向连续变化界面层的颗粒或纤维放在无限大的基体中在静水压力和纯剪切载荷作用下的局部关系,然后利用Mori-Tanaka方法和广义自洽方法分别得到相应的复合材料的有效弹性模量和粘弹性中的储存和耗散模量。

Tests of three interior and three edge slab-column connections are studied in this paper. The properties of connections under vertical load and lateral reversed load are analyzed. The load-displacement hysteretic curve, development of crack, energy dissipation capacity and failure mode of slab-column connections are studied.

本文首先进行了六个板柱节点在竖向剪力和低周反复荷载作用下的试验研究,探讨了节点不平衡弯矩、板厚、柱截面尺寸、板配筋率等对节点受力性能和抗震性能的影响,分析了节点的荷载-位移滞回曲线、裂缝开展、延性性能和破坏形态等。

In the indoor ideal conditions, the relevant comparative tests of different grid interlayer of asphalt mixture and overlay structure have been done by using interlay shearing device, drawing machine, Marshall multi-functional strength device and rutting machine, and then the test results have been evaluated by a rational approach. Meanwhile, the simulated test of the overlay fatigue life has been done by using ordinary rutting machine, and the different overlay thickness of different grade interlayer and different sawing depth of overlay structure have been studied by the fatigue test.

5在室内理想条件下,采用层间剪切仪、层间拉拔仪、马歇尔多功能强度试验机及车辙轮碾仪进行了不同层位格栅的沥青混合料及与加铺层结构相关的对比试验,并采用合理的方法对试验结果进行了评价;同时,采用普通车辙仪进行加铺层结构疲劳模拟对比试验,系统地对不同加铺层厚度的不同格栅设置层位及不同旧路锯缝深度的加铺层结构进行了研究。

On the hanging wall of the nappe,isoclinal folds are developed with the axial planes inclined to the north in association with imbricated thrusts dipping to the south. In the foot wall,there exist rather wide ductile shear zones. Also,a set of structural windows and klippen are distributed along the zone . The distance of the dislpacement is estimated at about more than 20km.

推覆构造上盘变质岩中同斜倒转褶皱发育,轴面向北倾倒,伴有一组向南倾斜的叠瓦式冲断面;下盘见有较宽的韧性剪切带;还发现有一系列飞来峰与构造窗沿推覆构造带分布,推测推覆距离在20km以上。

The material about damage to structures of Chi-Chi earthquake is collected and based on it the isoseismal is plotted using the method of mean damage index.(2) Three kinds of structures as for masonry structures, RC frames and RC shear wall frames are chosen for their generally popularization.

2选取了量大面广,且震害资料丰富的砌体、钢筋混凝土框架和钢筋混凝土框架剪力墙三类结构,计算了它们在多种地震动作用下的地震损伤,并研究了这三类结构的损伤与地震动幅值、频率、持时和能量特性等15个地震动参数之间的关系,以确定地震动参数与结构损伤之间的相关性,进而探求地震动的破坏势。

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