圆柱形螺旋弹簧的简捷计算

将圆柱形螺旋弹簧设计中的部分常用公式组合成一组仅与弹簧指数Ｃ有关的公式，并将Ｃ＝４～１４代入计算而获得一套参数表，由此，可提高圆柱形螺旋弹簧的设计效率。     

堆石混凝土单轴受压应力-应变全曲线试验方法研究

为了研究堆石混凝土应力-应变全曲线,采用碟形弹簧与钢柱组合成附加刚性元件增强压力机的刚性,研究了碟形弹簧并联与串联联结装置的变形量和刚度以及实现单轴受压端部减摩措施,提出了一种堆石混凝土单轴受压应力-应变全曲线的试验方法。在混凝土压力试验机上进行了堆石混凝土立方体试件单轴受压试验,测得了堆石混凝土受压应力-应变全曲线。试件破坏形态表明,采用的端部减摩措施有效,测得的应力-应变曲线下降段验证了碟形弹簧与钢柱组合装置能够吸收试件破坏时混凝土压力试验机存储的变形能。研究结果为在混凝土压力试验机上进行堆石混凝土单轴受压应力-应变全曲线提供了可行、简便、经济的测试方法。     

ACS运动控制器运动实时暂停功能的实现方法

提出了一种ACS运动控制器运动实时暂停功能的实现方法。该方法通过将大的程序段按时间细分成细小段轨迹运动程序,然后在各细小段轨迹运动程序之间加入条件控制语句,使各细小轨迹运动程序段逐条载入到运动命令队列中,从而有效控制整个程序的运行,实现运动实时暂停功能。该方法已在基于ACS运动控制器的卷簧机数控系统中得到应用,取得了理想的运动实时暂停效果,且未出现明显的累积误差。     

Nondestructive characterization of the mechanical strength of diffusion bonds. II. Application of a quasi-static spring model

It has been shown that the acoustic response of imperfect interfaces may be described by a quasi-static spring model. In the present paper, experimental data on the geometry of the contacts between two diffusion-bonded blocks have been used to determine the spring stiffness of such interfaces which have been correlated with experimentally determined ultrasonic reflection coefficients. The correlation between the theoretical reflection coefficient and the spring stiffness was found to be in excellent agreement with experimentally-observed values, if the disbonds are of infinitesimally small thickness. For disbonds of finite thickness, the agreement is less satisfactory. Reasons for the discrepancy in the latter case are unknown at the present time.     

基于活塞形状改变的空气弹簧特性仿真研究

研究汽车装用空气弹簧刚度优化问题,活塞形状对膜式空气弹簧刚度特性的影响较大。为了提高整车的平顺性能,建立空气弹簧简化模型,得到圆台和倒圆台活塞形状下空气弹簧的有效承载半径影响因素。利用ABAQUS软件建立安装圆柱、圆台和倒圆台活塞的空气弹簧有限元模型进行,研究了不同圆台角下圆台活塞空气弹簧的刚度特性。仿真结果表明,在一定范围内,圆台角度越大,空气弹簧刚度也越大,证明与理论分析吻合,并对空气弹簧的设计和匹配具有一定的指导意义。     

LF软吹时间对硅脱氧弹簧钢氧化物夹杂控制影响

 对于一些采用硅锰脱氧冶炼工艺的特殊钢,为保证钢水洁净度,常会选择较长时间的LF软吹处理,导致过程能耗增加。通过工业试验,借助FEI Explorer 4自动扫描电镜检测,研究不同LF精炼软吹时间对硅脱氧弹簧钢55SiCr铸坯氧化物夹杂成分、数量的影响;并采用夹杂物极值统计法,对比评价不同LF精炼软吹时间对应成品盘条横截面最大夹杂物尺寸控制情况。结果表明,在LF软吹10 min与软吹40 min 两种工艺条件下,铸坯中尺寸大于5 μm的氧化物夹杂成分接近,均在CaO-SiO₂-Al₂O₃相图中假硅灰石、钙长石和钙铝黄长石共晶低熔点区,其中软吹10 min工艺铸坯氧化物夹杂组成落入低熔点区的数量所占比例更大。LF软吹10 min与软吹40 min铸坯中尺寸大于5 μm的氧化物夹杂数量密度分别为11.70个/100 mm2和14.59个/100 mm2,尺寸大于15 μm 的氧化物夹杂数量密度分别为0.53个/100 mm2和1.65个/100 mm2,LF软吹10 min工艺铸坯大尺寸氧化物夹杂数量密度略低于LF软吹40 min工艺。当预测面积为30 000 mm2时,两种LF软吹时间对应成品盘条横截面最大夹杂物尺寸分别为27.1 μm和28.1 μm,盘条最大夹杂物尺寸控制无显著差别。结合硅锰脱氧钢中大尺寸低熔点CaO-SiO₂-Al₂O₃系夹杂物主要源自钢包渣乳化卷入,具有与钢水和氩气泡界面接触角很小、难以通过吹氩上浮去除的特点,建议硅锰脱氧钢LF软吹过程按短时间快节奏进行控制。     

少片渐变刚度钢板弹簧的优化设计与计算

讨论了渐变刚度钢板弹簧的载荷、变形量、刚度和应力的计算，建立了少片渐变刚度钢板弹簧的优化数学模型，利用MATLAB优化工具箱进行优化，并给出了计算实例。     

世玛3%OF防除春麦田禾本科杂草药效试验

田间试验结果表明，用世玛225ml/hm^2 Genapol LRO 600ml/hm^2,40d对野燕麦（Auena fatua）、多花黑麦草（Lolium multiflorum)鲜重效果分别为88.1%、94.0%。对小麦安全，与对照比增产15.3%。     

A comparison of the performance of N simulation models in the prediction of Nmin on farmers' fields in the spring

The performance of three different models, which simulate changes in the inorganic N content of the soil, was evaluated in respect of their ability to predict N_min content in the spring under cereal crops. The models of British, Dutch and German origin, were tested using data from farmers' fields supplied by 70 farmers over two growing seasons in FRG. The models were run between harvest of the previous crop and spring of the following year, and predictions of N_min in the spring compared to soil measurements. The performance of the models was assessed by counting the number of cases in which predictions agreed within 10 or 20 kg (N) ha^–1 of the measurements. Predictions were less than ± 10 kg (N) ha^–1 of measured values in only 30–44% and 28–55% of cases in 1988 and 1989, respectively. Predictions were less than ± 20 kg (N) ha^–1 of measured values in 62–70% and 68–82% of cases in 1988 and 1989, respectively. Predictions in 1989 were better because the initial N_min content in the autumn was included in the model input. None of the models tested had been designed to use input data of the type available to farmers. It is concluded that, at present, the results are too variable for any of the models to be used with confidence as tools to aid in N fertilizer recommendations.     

水工隧洞地震作用计算模型的适用性研究

针对水工隧洞在地震作用下的计算问题,对水工隧洞地震作用计算模型进行了计算对比和适用性研究。分析常用的4种计算模型用于计算水工隧洞地震作用的可行性,通过理论和数值计算确定"径向和切向反力弹簧模型"的计算参数,研究了地震作用下隧洞上方计算土体对隧洞衬砌的作用方式。结合试验验证,该方法和数值计算对比的结果表明:围岩的法向和切向弹性抗力系数受隧洞埋深、围岩类型和衬砌不同部位的影响,随埋深的增加先增大,然后趋于一个定值,围岩条件越好,数值越大,在隧洞两侧部位的数值较大;在地震作用下,隧洞上方计算土体以切向力的方式作用在隧洞衬砌的上半部分,可以通过将隧洞上部计算土体分条后进行计算。该方法可充分考虑地震对隧洞的动力和约束作用,适用于水工隧洞抗震计算。