共查询到20条相似文献,搜索用时 15 毫秒
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将激光散斑干涉测量纳入大学物理实验,其中关键性障碍是拉式加载仪的制作。通过球面拉杆、球面滑块和定滑轮的结合,能成功地将待测试件的准铅直度固定下来,并消除了因加载而造成的待测试件的晃动,从而解决了拉式加载仪的最大技术难题,该项成果已获国家发明专利授权。 相似文献
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选取橡胶块胶板式、聚氨酯密封胶灌注式和双组分PU密封胶灌注式三种加载块与飞机结构模拟件粘接后,采用MTS810液压伺服疲劳试验机通过施加拉-压双向载荷的静强度和疲劳寿命试验方法完成了可行性研究,然后在某型飞机减速板进行了双向加载试验的考核验证,从而发展了一种施加拉-压双向载荷的试验方法。该方法能够满足复杂飞机结构静强度和疲劳试验中施加拉-压双向载荷的技术要求。试验结果表明,与传统加载所采用的胶布带相比,三种形式加载块的静强度、疲劳性能和加载速率均有明显提高。 相似文献
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介绍一种可以实现液力变矩器零速加载的试验系统。为完成液力变矩器的性能试验,特别是液力变矩器零速工况试验,应用液体黏性传动技术设计了液黏零速加载试验系统。试验系统由动力及其控制系统、液黏测功加载及其辅助系统和测控系统组成。试验系统利用电液比例控制技术实现液黏测功机加载转矩控制,应用虚拟仪器思想实现试验数据采集与处理。液黏零速加载试验系统具有广阔的应用前景。 相似文献
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Chen Dongyang 《石家庄铁路工程职业技术学院学报》2006,(4)
通过对某预制厂20m空心板桥梁静载试验过程的介绍,对试验结果进行理论分析,证明该试验方法简便易行,能够充分评估带纵缝缺陷桥梁整体受力情况,可以为同类桥梁检测评估工作提供有益借鉴。 相似文献
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陈冬阳 《石家庄铁路职业技术学院学报》2006,5(4):12-16
通过对某预制厂20m空心板桥梁静载试验过程的介绍,对试验结果进行理论分析,证明该试验方法简便易行,能够充分评估带纵缝缺陷桥梁整体受力情况,可以为同类桥梁检测评估工作提供有益借鉴. 相似文献
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In design phases, expansion joints are required to have movement capacity, bearing capacity for static and dynamic loading, watertight, low noise emission and traffic safety. On the basis of the fact that failure due to dynamic loading is the main reason for the observed damages, attention is focused on the bearing capacity for dynamic loading governed by impact, because it differs from the static loading. In this study, from the viewpoint of durability, experimental studies for dynamic behavior were conducted for aluminium alloy expansion joints with perforated dowels. The validity of the perforated dowels against traffic impact loading was confirmed by both experimental and numerical studies. 相似文献
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YODA Temhiko YOSHIDA Tetsuya SETA Makoto 《天津大学学报(英文版)》2006,12(B09):42-45
In design phases, expansion joints are required to have movement capacity, bearing capacity for static and dynamic loading, watertight, low noise emission and traffic safety. On the basis of the fact that failure due to dynamic loading is the main reason for the observed damages, attention is focused on the bearing capacity for dynamic loading governed by impact, because it differs from the static loading. In this study, from the viewpoint of durability, experimental studies for. dynamic behavior were conducted for aluminium alloy expansion joints with perforated dowels. The validity of the perforated dowels against traffic impact loading was confirmed by both experimental and numerical studies. 相似文献
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为更好配合最新研制的重卡轮毂轴承试验机进行相关试验,针对集成化重卡轮毂轴承单元的结构特点,研制一款与试验机主轴和集成化重卡轮毂轴承单元相匹配的试验单元.通过对试验单元相关结构进行分析,并在试验单元上增加轴承内部温度采集传感器的设计,最后通过匹配进行耐久性试验.结果显示,该匹配试验单元能够准确采集到试验轴承的内部温度,具有可靠性和可行性,可应用于实际集成化重卡轮毂轴承单元的试验检测. 相似文献
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高云 《扬州职业大学学报》2010,14(4):63-65
根据"工程造价"课程实践性较强的特点,教学中引入项目导入法,分析了项目导入法引入的基本条件,详细阐述了项目导入法教学的具体实施步骤,最后总结了运用该教学法应注意的问题。 相似文献
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The tests of box-type structures under internal-blast loading are carried out. Then a numerical analysis of the test structures is done using a fully coupled numerical finite element model. The break-up process of the structure is simulated. The failure modes of the simulated structure agree well with the experimental results. The effects of the size of the reinforcing bars and the detailing of connections among the rebars in the concrete on the throw velocity of the fragments are discussed. 相似文献
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从差动保护原理的角度对主变微机差动保护进行了简要分析,并为避免及查找变压器差动保护误动作提供了解决办法,简述了微机保护带负荷测试的重要性。 相似文献
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基于VR的火箭炮装填训练模拟器的设计 总被引:3,自引:0,他引:3
针对某型火箭炮实装训练噪声大、磨损大、消耗高等缺点,提出了基于VR的火箭炮装填训练模拟器的设计,文中简述了模拟器的设计原则、总体结构,重点展示了模拟器的硬件构成、软件设计及模拟训练功能的实现,经教学试用,该模拟器达到了设计的要求。 相似文献
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探讨钢筋混凝土T形柱最不利荷载角及其影响因素.利用编制的钢筋混凝土异形柱截面全过程数值分析程序,通过对多种工况下钢筋混凝土异形柱正截面承载力的计算分析,结果表明异形柱最不利荷载角的影响因素主要是轴压比;截面尺寸对最不利荷载角有些影响;而混凝土强度、纵筋配筋面积对最不利荷载角的影响很弱.研究结果为钢筋混凝土异形柱的设计和异形柱的可靠性分析提供参考依据. 相似文献
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对三种玻璃纤维土工格栅在不同的加载速率下的断裂强力进行了大量的试验研究,得到了断裂强力与加载速率的关系曲线。结果表明,加载速率对断裂强力的影响明显,速率越大,断裂强力越高。 相似文献
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本文用效用理论阐释了保险定价中的安全附加费存在的合理性、可行性和应该满足的条件。并且解释了再保险可以降低安全附加费,从而降低保险商品的定价。 相似文献
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动静载荷耦合作用下岩石破坏过程研究是深部开采等相关岩土工程的应用基础性研究课题.本文对动静载荷耦合作用下岩石破坏过程研究现状进行了分析,并对该领域今后的研究方向进行了探讨. 相似文献
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ZHOU Xiaoqing HAO Hong KUZNETSOV Valerian A WASCHL John 《天津大学学报(英文版)》2006,12(B09):94-99
In the present paper, a dynamic plastic damage model for concrete has been employed to estimate responses of a reinforced concrete slab subjected to blast loading. The interaction between the blast wave and the concrete slab is considered in 3D simulation. In the first stage, the initial detonation and blast wave propagation is modelled in 2D simulation before the blast wave reaches the concrete slab, then the results obtained from 2D calculation are remapped to a 3D model. The calculated blast load is compared with that obtained from TM5-1300. Numerical results of the concrete slab response are compared with the explosive test carried out-in the Weapons System Division, Defence Science and Technology Organisation, Department of Defence, Australia. 相似文献