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Sponding finite element matries equations were deduced to provide the necessery computing subroutines. Study was concentrated on the 80% stenosis model with Reynold number varing from 100~800. Results have been compared with the Newtonian flow under the same conditions.

在FIDAP程序库中提交了有关子程序,分别考虑了80%模型在不同雷诺数下的速度分布,压力分布和壁面剪应力分布,并将计算结果与同样条件下牛顿流体的结果进行了比较和分析。

Anterior rhinoscopy revealed a red polypoid mass that bled easily when touched lightly impinging on the septum and upper nasal cavity.

遂在不破坏血管瘤本身的情况下,将下半部之中鼻甲剪断,并切除所附著血管瘤,术中仅有少量的出血。

Take out the daughter cyst under asepsis condition from the liver of the sheep which infects the echinococcosis under natural condition, cut to pieces, remove the cyst skin, flush with 0.9% asepsis physiological saline and precipitate three times, make the HE dyeing counting, make the suspension which is 1200 scolex/0.1ml, then vaccinate directly nearby spinal column, under the hind leg periosteum and in the medullary cavity of the leg bone of the health grown-up meriones meridianus to prepare the animal infection model, then carry on the medicine and the surgery treatment to the model.

从自然感染细粒棘球蚴包虫病的羊肝脏无菌条件下取出子囊,剪碎,去除囊皮,用0.9%无菌生理盐水冲洗、沉淀、反复三次,HE染色计数,制成1200个头节/0.1ml的混悬液直接接种到健康成年子午沙鼠脊柱旁、后腿骨膜下、后腿骨髓腔内制备动物感染模型,然后对模型进行药物和手术治疗。

Employing the Hopkinson torsion-tension combination bar system, the constitutive relations of soft aluminum under torsion-tension combined high strain—rate was obtained, The constitutive relations of Monel alloy under Dual—direction shearing high strain—rate was also investigated after special modification of above apparatus.

本文还利用分离式扭—拉复台霍布金森杆设备测试软铝在高应变率扭—拉复合载荷作用下的本构关系,并将该设备经特殊改装测试了蒙纳尔合金在高应变率双向剪切下的力学特性,目前也尚未见这方面的公开资料。

With the rapid development of the engineering actions in the highland with particular stratigraphic sequence, because of the buildings at the back of the sliding body and the cutting slope at the front, the pushing force of rock and soil in slope increased, but the anti-sliding force weakened. On the other hand, during the rainfall surface water immerged into the layer interface of the diatomite along the unloading cranny, resulting in the diatomite becoming soft after absorbing water and its shear strength lowered. At the time, the water level went up, the dynamic water pressure and uplift pressure increased, the anti-sliding force continued to reduce. Therewithal, the landslides occurred along sliding surfaces with small tilt angle.

在丘陵区此独特的层序地层近年来随着人类工程活动强度的增大,滑体后缘建筑,前缘切坡,造成下滑力增加,抗滑力减弱;另一方面在降雨的作用下,地表水体沿着卸荷裂隙通道浸入到下伏硅藻土层界面,硅藻土吸水软化,抗剪强度减弱,同时地下水水位上升,动水压力和扬压力加大,抗滑力进一步降低,于是产生了低倾角滑面滑坡。

In this paper the viscous flows around a mathematical SWATH in full scale are simulated based on the computational fluid dynamics commercial software FLUENT. The numerical results of total pressure, wall shear stress and the corresponding viscous resistance coefficient at different velocity are obtained. The computational viscous resistance coefficients are compared with the estimated ones using empirical formula. The validity of the software to predict the three dimensional viscous flows and viscous resi...

利用计算流体力学商业软件 FLUENT对一实尺度小水线面双体船数学船型的粘性绕流进行了数值模拟,得到了不同航速下的船体表面总压力、表面剪切应力分布和相应的粘性阻力系数;将各航速下的粘性阻力计算结果和经验公式估算结果作了比较,验证了 FLUENT用于计算小水线面双体船三维粘性流和粘性阻力的有效性。

In order to advance the viscosity of acidizing fluid and decrease the reaction speed of acidizing fluid in oil formation,adopt the method of opposite phase emulsim polymerization synthetised an acidizing fluid densifier,it called TP-1,its molecular weight is(800~1100)×10.laboratory findings discovers the acid dissolving time of TP-1 is smaller than 10 min,its dissolv...

性能评价试验结果显示,稠化剂TP-1的酸溶时间小于10 m in,具有很好的溶解能力;TP-1对酸液的增黏作用明显,(4%TP-1+20%HC l)酸溶液90℃下表观黏度达到46 mPa.s,120℃下表观黏度27 mPa.s。同时TP-1表现出较强的耐剪切能力和良好的配制稳定性,有利于酸化措施效果的提高。

Being different from the unique vein pattern under quasistatic compress, adiabaticshear fracture occurs at high stress rate in dynamic compressive test. In addition to the veinpatterns in the fractural surface, some melting area is also observed.

与准静态压缩条件下的均匀脉络纹断口形貌不同,在高应变率下发生绝热剪切破坏,在含有部分脉络纹断口中,还出现了绝热引起的熔化区。

How to ensure this new structure to be in elastic state under frequent earthqu ake, be mendable under design earthquake and not collapse under infrequent earthquake, especially the last item, is the problem to be solved imminently in engineering field. Center around this problem, 5 aspects of investigation are carried out as following:(1) The experiment of seismic performance of ASCCs in this new frame structure has not been reported, in order to study this problem, 9 ASCC specimens with shear steel plate are tested subjected to the horizontal low cyclic loading, in which, the shear span ratio is 3 and axial compression ratio is different. The hysteretic curves of 9 specimens are obtained. The seismic performance indexes such as energy dissipation, stiffness degradation, strength degradation, skeleton curves and ductility of this kind of column are acquired, and the seismic fortification measures including ultimate values of axial compression ratio under different seismic degree are suggested.

1新型框架结构中所采用的角钢混凝土柱抗震性能的试验研究尚未见报道,针对这一问题,本文进行了9根剪跨比为3、不同轴压比、采用钢板箍的角钢混凝土柱在水平低周反复荷载作用下的试验研究,获得了9根试验柱的滞回曲线,考察了该类柱的耗能、刚度退化、抗力衰减、骨架曲线及延性等抗震性能指标,建议了角钢混凝土柱在不同抗震等级下的轴压比限值等抗震构造措施。

The decreased threshold shear velocity and unsaturated sand flows at the stoss slope of the dunes resulted the erosion at the toe of the dune. Under the medium and low drifting-sand winds the sands being transported have divergence with that on the surface, the mean grain size of transported sands is lower than that on the surface and the sand transporting is a stochastic process.

起动剪切速度减小与不饱和风沙流是沙物质在横向沙丘迎风坡坡脚不能产生沉积的主要原因;再者,平均风速并不能完全反映野外实际状态下气流的性质,在低-中强度的风沙活动过程中,被输送的沙物质的粒度组成与下垫面物质有明显的差异。

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