钢框架梁柱节点抗震性能拟静力试验研究

梁柱节点在钢框架结构中处于竖向荷载和水平荷载交汇关键部位,直接决定结构的受力性能和抗震能力。依托北京市档案馆新馆工程,根据工程需要和设计规范要求,对3个采用传统连接形式的钢框架梁柱节点,采取循坏加载的拟静力试验方法进行抗震性能研究,探讨了连接构造形式、冷作硬化效应和加载方案等对节点承载力、延性和破坏模式的影响。试验结果表明,传统连接形式节点具有承载力高、变形小、设计和施工简便的优点,但易发生脆性破坏;冷作硬化可以提高试件的承载力和变形能力,但不改变最终失效模式;加载方案对失效模式没有影响。     

Reviewing University Community Gardens for Sustainability: taking stock,comparisons with urban community gardens and mapping research opportunities

Community gardens (CGs) in university settings are faced with challenges associated with a transient and inexperienced population of student gardeners, but they also have the potential to have a lasting impact on the food behaviours of many young people. This paper undertakes a systematic critical review of literature about University Community Gardens for Sustainability (UCGS) in order to suggest directions of future research in the emerging field research about CGs within and outside of universities. The literature shows that UCGS have similar benefits to those identified in urban CG literature; but with greater emphasis on both the educational and environmental sustainability benefits, suggesting an under-used potential of CGs in these areas. We argue that a better understanding of the particular challenges and benefits of UCGS could improve outcomes of CGs in all settings. Therefore we recommend that future should explore: (1) participant transience in CGs, thereby helping sustainability projects with large volunteer bases learn to cope with challenges this poses in order to maximise the garden’s impacts; (2) whether/how participating in CGs can contribute to changes in attitudes/behaviours with regards to sustainability and be used as a tool for Education for Sustainability in and outside of university settings and (3) failed cases of CGs to genuinely understand factors that contribute to success. By addressing these areas we can improve our understanding of how community gardening can contribute to our communities, universities and environment, and can begin to make these potential contributions a reality.     

A reliability evaluation method based on the weakest failure modes for side-by-side offloading mooring system of FPSO

Offshore structures are complex systems, and numerous failure modes must be taken into consideration when reliability analysis in different loads and environment conditions are conducted on them. It is difficult to obtain structural system reliability with respect to complicated systems with numerous failure modes and dependency consideration among them. This paper applies the combination of the weakest failure modes theory with structural reliability theory to conduct reliability analysis on of side-by-side offloading mooring system of FPSO. Firstly, the numerical simulation of the system in different conditions is addressed to acquire the statistical data of time-history stress of components including hawsers, fenders and yoke, based on which, the reliability indexes of all the failure modes and correlation coefficient matrix are derived. Then the weakest failure modes, i.e. the representative failure modes that have significant impact on the system, are located through Probability Network Evaluation Technique. The probability of structural system is estimated through the weakest failure modes by considering the system as series. The analysis results indicate that two environment conditions (0°&0°&0° and 0°&30°&45° in combinations of wave, wind and current) are relative dangerous, which is in good correspondence with the practical expertise. The method is verified to be an effective and convenient evaluation approach for structural reliability analysis in terms of complex systems. It is beneficial for the identification of structure indicators from the weakest failure mode group and conduct optimum of structural system configurations in the design stage.     

基于数字图像处理的含孔洞裂纹花岗岩破裂过程数值模拟

在细观尺度上,采用数字图像处理技术表征花岗岩中由石英、长石和云母等材料的形状、大小及分布对花岗岩材料造成的非均匀性,结合RFPA-DIP程序建立了能准确反映材料真实细观结构的含缺陷花岗岩数值模型,并进行了常规单轴压缩模拟试验,再现了外载荷作用下含缺陷花岗岩的真实破裂过程。试验结果表明:花岗岩的预制孔洞裂纹对其最终破坏产生了重要影响;在单轴压缩试验中,由于花岗岩中各矿物颗粒不同的力学特性影响,试件中出现应力集中现象并萌生局部裂纹,且细观结构直接决定着裂纹的扩展路径,各局部裂纹的贯通导致试件最终产生拉伸破坏。     

高等级公路采动变形破坏数值模拟研究

以南屯矿区及其上方的邹济公路为背景,采用FLAC~(3D)软件,对采动影响下的高等级公路破坏机理和破坏过程进行了研究。研究表明:高等级公路采动变形经历先"上凸"后"下凹"过程,且破坏程度随着公路级别的降低而增加。应尽量使公路位于采空区正上方,且延伸方向和工作面推进的方向一致;若公路位于采空区一侧时,路面向采空区一侧整体滑移和倾斜;若公路延伸方向与工作面推进方向垂直,应注意采空区公路两端的上凸变形;应避免公路与采空区斜交。在相同地质采矿条件下,随着深厚比的增加,路面破坏程度减小,且在一定范围内,路面最大下沉值与深厚比存在非线性关系。研究成果为邹济公路下开采方案和公路维修治理提供必要的理论和技术支持。     

弹用O型硅橡胶密封圈失效机理及模型

目的利用日常收集到的使用数据来判断密封圈寿命,为预测弹药寿命提供依据。方法分析O型圈故障模式,引入了故障率经验公式。规范化O型密封圈的故障率公式,导出综合考虑了密封圈尺寸、接触应力与密封圈硬度、流体黏度、温度的密封圈故障率模型,并用算例验证这一模型的有效性。结果 O形硅胶密封圈的主要故障模式是泄漏,导出了综合考虑各因素后的密封圈故障率模型,并用该模型准确算出了某弹药的寿命。结论文中导出的故障率模型对于在弹药保障工作中评估某些种类弹药储存期限有借鉴意义。     

某型末制导炮弹控制舱贮存加速寿命试验应力研究

目的研究某型末制导炮弹控制舱贮存加速寿命试验应力类型。方法在明确某型末制导炮弹控制舱结构特征的基础上,逐一对各部组件进行失效模式及失效机理分析,归纳出影响控制舱失效的主要应力类型。结果影响末制导炮弹控制舱贮存可靠度的主要环境应力是温度和湿度。结论选取温度做单应力加速寿命试验。     

某高速船用齿轮箱油泵连接套失效机理研究

目的掌握工作油泵连接套微观运行机理,增加齿轮箱的可靠性。方法从齿轮箱系统角度,对工作油泵连接套的结构进行分析,从齿轮箱动态运行、连接套微观磨损等方面的失效机理进行深入研究。结果通过分析和验证,机带泵端面键的间隙范围在0.05~1.5 mm左右为最佳,长期运行后端面的磨损程度可通过增加端面键硬度和润滑、减少齿轮箱的轴系扰动等措施减缓与控制。由于本齿轮箱的结构特点,端面键的寿命在1.5万小时内。在此基础上,对齿轮箱中连接套与油泵的连接方式进行了优化,在油泵的一端采用渐开线花键连接,可有效减小其磨损程度。结论某高速船用齿轮箱油泵连接套失效是由端面键的间隙、端面键动态运转时蠕动磨损、齿轮箱的轴系扰动等引起的,可通过合理设计端面键的间隙、增加端面键硬度和润滑,减小轴系扰动或优化为渐开线花键等措施预防。     

逆Weibull分布环境因子及其统计分析

首先给出了逆Weibull分布环境因子的定义;然后给出了极大似然估计和Bayes估计方法,针对装备试验数据较少的情况,采用Fisher信息阵确定先验分布;最后对不同的估计方法进行了仿真分析,结果表明Bayes估计方法比极大似然估计有更高的精度和更小的偏差.