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钢管混凝土轴心受压构件的徐变分析 总被引:22,自引:1,他引:22
基于混凝八方为的继效流动理论、多轴应力作用下混凝土的徐变理论,结合钢管混凝土轴心受压构件的受力特点,推导出钢管混凝土轴心受压构件徐变的计算公式。该徐变计算公式既考虑了钢管混凝土轴心受压构件徐变的特点,又能反应出没因素对构件徐变的影响,应用这些公式,通过迭代计算得到的钢管混凝土轴心受压构件的徐变,与文献「4」中的试验数据符合较好。 相似文献
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为详细说明热式空气流量计的具体工作原理,重点分析了热式空气流量计的实际测量电路,并对温度补偿进行了适当说明,介绍了CORALLA轿车的空气流量计,利用BOSCH—FSA740发动机性能分析仪对其进行检测,得出了不同转速下的信号电压。 相似文献
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以一座钢管混凝土系杆拱桥的荷载试验为依托,在对该桥进行理论分析的基础上,探讨了该桥与常规拱桥的区别,研究了该桥静动载试验的测试断面、测点布设、吊杆力的测试,并将试验结果和理论计算值进行对比分析。结果表明该桥承载能力满足要求,整体工作性能良好,其研究方法和成果可供相关技术人员参考。 相似文献
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Y. -G. Kim S. -W. Kim C. -K. Park T. -W. Park Y. -M. Kim 《International Journal of Automotive Technology》2011,12(1):51-58
It is necessary to guarantee the proper brake force to stop a train safely in a limited distance and o adjust its speed. Currently,
most trains are run by electrical power and have a combined electrical and mechanical (friction) braking system. The mechanical
brake force is determined by many parameters, such as the friction coefficient of the brake disc and pad, the pressure in
the brake cylinder, the brake cylinder’s cross sectional area and the brake linkage ratio. In general, the friction coefficient
data of the brake disc and pad have been taken through a dynamo-test in a laboratory, but these data might not be well matched
with real data under operating conditions because of the difference in data acquisition conditions. The present study examined
two methodologies that can measure the friction coefficient of the brake pad and disc based on a train’s real operating conditions.
The first method was the direct method, which measured the brake force and clamping force applied on the mechanical brake
by using strain gauges installed on the brake to calculate the friction coefficient. The second was an indirect method that
obtained the friction coefficient by using the weight of the train and the equivalent brake force. Those variables were calculated
from the longitudinal dynamic characteristics, such as resistance to motion, gradient resistance and curved resistance. These
two methodologies were used to obtain the disc-pad friction coefficient for the mechanical brakes of a Korean high-speed train
(HSR350x). 相似文献
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钢管活性粉末混凝土轴压短柱受力性能试验研究 总被引:3,自引:0,他引:3
进行22根钢管活性粉末混凝土(钢管RPC)轴压短柱试验,分析其荷载-变形曲线、破坏特征和影响极限承载力的主要因素。试验研究表明:钢管RPC轴压短柱的荷载-纵向应变曲线弹性阶段约为极限荷载的90%~95%;套箍系数ξ较小时,在达到极限荷载后承载力急剧下降;ξ较大时,在达到极限荷载后承载力下降平缓并呈回升趋势。ξ较小的试件多呈剪切破坏形态;ξ较大的试件所有断面上均被墩粗,试件的上、下两端明显局部鼓曲。构件承载力随RPC强度fc的提高而提高,两者基本成线性关系;套箍系数ξ越大,构件承载力也越大,但钢管对RPC的约束效果比对普通混凝土的差。提出的钢管RPC轴压短柱极限承载力的实用计算公式计算出的结果与试验结果吻合良好。 相似文献
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《JSAE Review》1994,15(2):133-140
The diesel combustion process has been simulated by an axisymmetric CFD computation for analyzing the wall heat transfer at elevated wall temperatures in heat insulated diesel engines and at conventional wall temperatures in normally cooled ones. A new model has been introduced in the computation to describe the reactive thermal boundary layers. The results show that in most cases tested the wall heat fluxes are lower at an elevated wall temperature than at a conventional wall temperature. It has been found, however, that the inclusion of deposits thermal resistance at a conventional wall temperture results in higher heat fluxes at an elevated wall temperature where the deposits are not formed. Besides, higher wall heat fluxes are estimated in heat insulated engines, if there is a large change in the combustion process due to a higher gas temperature. 相似文献
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轴向载荷作用下钢筋混凝土的徐变 总被引:7,自引:1,他引:7
研究钢管混凝土在轴向载荷下的徐变特性涉及两方面:徐变函数和计算方法。为适合工程应用,在徐变分析中采用“失加法”和ACI209-R82密闭混凝土徐变公式,就紧箍力的有无分别讨论钢管混凝土的时变特性。计算中采用弹性假设,通过离散时间的方法计算由于核心混凝土受载变化导致的徐变情况。在有紧箍力的情况下,考虑其在径向和轴向对钢管壁和核心混凝土的作用,利用弹性变形可迭加的性质得出徐变的表达式。 相似文献
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蔡枫 《内蒙古公路与运输》2012,(5):18-20
结合钢波纹管在涵洞施工中的应用实例,阐述了钢波纹管的详细施工技术流程,并检测其施工后的变形情况。工程应用情况表明,钢波纹管在多种特殊土质中具有较好的应用优势,值得同类工程推广应用。 相似文献
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考虑季节修正系数的轴载换算方法 总被引:1,自引:0,他引:1
王树东 《内蒙古公路与运输》2008,(6):18-20
我国现行沥青路面设计规范在进行轴载换算时没有考虑季节变化的影响,因此,在介绍轴载换算季节修正的概念基础上,分析了季节修正系数和季节影响系数的关系,并提出了季节修正系数的建议值。 相似文献
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