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shear angle相关的网络例句

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Three types of base asphalt and six SBS were used to produce SBS modified asphalt. The interaction of SBS modified asphalt was discussed in different states between the base asphalt and SBS based on their compositions. Through the traditional tests, such as penetration, soften point and ductility, and US SHRP tests, the results indicated that influences to affect the temperature susceptibility, high and low temperature performance, aging characteristics are base asphalt, SBS types and their dosages. The functions of penetration to viscosity and complex shear modulus G~* to complex dynamic shear viscosity η~* were set up, and then theviscosity-temperature susceptibility of wide temperature span and the calculation method of low temperature viscosity were obtained."Process" evaluation criterions, high grading critical temperature T_ and low grading criticaltemperature T_ , were suggested according to the high and low temperatureperformances of SBS modified asphalt. Using the experience of Repeated Creep and Recovery Test for Binders, a new high-temperature evaluation index,modification rutting factor G~*~(-9) was obtained. The results after RTFO and PAV aging indicated that traditional tests didnt differentiate base asphalt and SBS modified asphalt, but dynamic mechanics temperature spectrum and G*-5 black chart clearly reflected the influence of aging to the SBS modified asphalt. With the IR and GPC tests, the reason of aging to the SBS modified asphalt were due to asphalt phase oxygenated and SBS phase depredated.

论文选择3种油源的基质沥青和6种SBS改性剂制备改性沥青,通过分析基质沥青和SBS改性剂的组成结构特点,得出了不同状态下SBS改性沥青的SBS与基质沥青的相互作用机理;通过针入度、软化点、延度等常规试验以及美国SHRP试验,分析了基质沥青、SBS改性剂类型与剂量对SBS改性沥青的温度敏感性、高低温特性及老化特性的影响;建立了针入度-粘度、复数模量G~*-复数粘度η~*的换算关系,得出了宽温度域的粘温指数VTS和较低温度下粘度的计算方法;通过高低温性能分析提出了&过程&评价参数高温等级温度T_和低温等级温度T_;借鉴重复恢复与蠕变试验研究成果,得到了SBS改性沥青高温评价指标改进型抗车辙因子G~*~(-9);RTFO和PAV老化后的性能试验结果表明,常规试验难以区分SBS改性沥青与基质沥青的差异,而动态力学温度谱、G~*-δ黑斑图可以反映老化作用对SBS改性沥青的影响,且通过IR试验和GPC试验得出SBS改性沥青老化是沥青相的氧化和SBS的降解共同引起的;通过不同温度下SBS改性沥青混合料的旋转压实SGC试验,根据粘度与剪变率的关系,提出用剪变率60(1/s)测试SBS改性沥青的粘温曲线,并按照0.17±0.02Pa.s和0.28±0.03Pa.s确定施工温度。

In this paper, the failure modes of shear and working breadth for shear are discoursed.

文中还对板的剪力破坏形态和工作宽度进行了论述。

The failure mode of the specimen without shear dowels is debonding between the interface of HPFL and concrete. However, this failure mode can be avoided by planting shear pins at the end of beams.

没有植剪切销钉的构件发生了加固层与构件混凝土之间的界面剥离破坏,但端部植入一定数量的剪切销钉后就能避免发生这种破坏模式。

The results show that some twin crystals and honeycomb structures appear in the shear plane and many kinds of deformation mechanism exist such as extruding, kinking and so on. When annealed at 550 ℃ for 2 h, the recrystal gains are observed in the shear plane. Especially the side receives the cut of guillotine, the size of recrystal grain is very thin, corresponding with the recrystal grains obtained by cold rolling at 80% deformation rate.

结果表明:经剪切变形后,切面处形成一种独特的带状变形孪晶和蜂窝状变形组织,且存在挤压、扭折等多种变形机制的作用;合金在550 ℃退火2 h后,切面出现许多再结晶晶粒,且在承受剪床切口的一边再结晶晶粒非常细小,相当于冷轧变形80%后的再结晶晶粒尺寸。

Study on west Namco thrust Three ductile shear zones were discovered in Gayalong, Elongnubu and Shenjue-Gechangchayu, and geological features, deformation, motion direction and structural pattern are studied in detail for major thrust faults, ductile shear zones and folds in west bank of Namco Lake, leading to identification of west Namco thrust . And west Namco thrust and ophiolite mélanges outcropped from west Namco Lake to Yongzhuzangbu coexist together, indicating another tectonic suture in the Tibetan Plateau termed as the Namco-Yongzhu suture or NYS with its east extension to Jiali fault.

纳木错逆冲推覆构造研究:发现纳木错西岸嘎龙垭韧性变形带、饿弄怒布舍糜棱岩带和生觉—各昌茶玉韧性剪切带,详细观测典型逆冲断层的地质特征、变形特点、运动方向和序次关系,分析逆冲断层、褶皱构造、韧性剪切带的几何配置关系和动力学成因联系;分析纳木错逆冲推覆构造的空间影响范围,向东延伸与嘉黎逆冲断裂相连接,向西延伸与果忙错—永珠藏布构造带相归并,与纳木错西岸蛇绿岩、永珠藏布—果忙错蛇绿岩共同组成拉萨地块中部最重要的区域构造,命名为纳木错—永珠缝合带。

This approach encrypts digital image hy permuting on bitmap after pretreatment,and decryption pixels' values of the image which is attacked by shear transformation is computed by using neighboring pixels' values,it can protect the encryption image from shear transformation attack.A binary sequence nonlinear generating method based on chaotic system is also presented.

基于数字图像灰度矩阵位平面进行置乱加密,在恢复过程中通过象素邻域灰度信息进行恢复,能够有效抵御针对加密图像的剪切变换攻击,同时给出了一种非线性的、应用高维混沌系统产生二值序列的方法。

If the inputted accelerations are velocity-zeroized and the Damage Value is calculated according to shear stress extrema, as to 100-meter-high earth dam, Multi-Point Effect is not distinct; But as to 240-meter-high earth dam, in the part where permanent displacement and Damage Value is originally bigger the response is less tenser than that by One-Point Input, and in the part near basement the maximal shear stress and Damage Value is bigger, that is the Multi-Point Effect in time domain.

频域内多点效应与时域内有不一致的地方,即对于240米高的超大型坝,摘要对于竖向永久位移最大的坝顶部位和损伤值原本就比较高的坝顶及斜坡部位,频域内多点输入比单点输入的永久位移和损伤值反应要大些。不一致的原因在于频域内多点作用是通过拟静应力实现的。

Before transecting inject 1ml Sodium Chloride in the epineurium. Annular tensile the proximal of epineurium with microscopic forceps annular shear the epineurium 7mm before broken ends with microscopic shear and stretch the epineurium until the two ends distance is 5mm.Use 8-0 suture line to bridge the nerve gap and make a 5 mm nerve tube at the proximal nerve end. Interrupted suture the epineurium tube and the distal nerve end make a 5 mm nerve mamuro for the injury nerve.Results: Postperative observation lasted for 6 weeks regeneration nerve through the 5 mm nerve mamuro.

在大鼠的坐骨神经距股方肌下缘15mm处,用1ml注射器向神经外膜下注入1ml生理盐水,然后于此处切断坐骨神经,用显微镊环形拉伸近端神经外膜,在距断端约7mm处用显微剪环形剪开神经外膜,并继续拉伸外膜使外膜两断端间距约5mm停止,用8-0的无损伤缝线桥接神经外膜两端,在神经近端形成约5mm的神经外膜管,将神经外膜管与神经远端间断缝合,使断伤的神经束间留有5mm的小间室。

In order to find out the mechanical behavior of the shear connectors, in the fifth chapter, 18 push-out tests of concrete-filled steel tubes with shear connectors of steel plate-ring, barring and bar-nail are carried out.

为了察明抗剪连接件的工作特点,在第五章中,进行了18个在钢管内焊接钢板环、钢筋环和钢筋钉抗剪连接件的钢管混凝土推出试验。

According to the test, the distribution of steel tube strain in course of shear bond failure is analyzed in detail.The finite element analysis model of the shear bond at the interface of CFST was also built up. Steel tubes, concrete and the interface between steel and concrete were modeled by Shell, 3D Entity and Contact element, respectively.

此外,本文还对其中2根圆钢管混凝土试件和2根方钢管混凝土试件的钢管外表面进行了应变追踪测试,研究了钢管混凝土在抗剪粘结破坏过程中钢管外表面应变分布规律。

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