动载荷下应力强度因子的边界元计算

用Ｎａｒｄｉｎｉ－Ｂｒｅｂｂｉａ边界元法计算了动载荷下的应力强度因子，与解析解及有限元解相比较，效果较好。最后对计算结果进行了分析讨论。     

横置螺旋弹簧隔振器在冲击激励下的最大应力研究

本文研究横置螺旋弹簧隔振器简化模型在主工作方向上的有预载荷的不同初值，或幅值的上架或基础冲击激励下的最大应力及发生位置，并对隔振器弹簧进行了强度分析。     

表面微观屈服应力与表面变形研究

本文对表面微观屈服应力的测量与计算方法及表面变形的应变曲线进行了分析研究。结果表明，表面微观屈服应力与加载方式有关；表面变形的应力应变曲线具有双线性特征。     

纳米压痕法对304不锈钢残余应力的研究

利用纳米压痕法研究了304不锈钢的残余应力,采用Suresh理论模型恒定载荷时的公式计算残余应力,最大加载载荷依次为500μN、1 000μN、1 500μN、2 000μN、2500μN。结果表明,不锈钢硬度和弹性模量为定值,退火前后的硬度分别为5.3GPa和4.0 GPa,弹性模量分别为110 GPa和100 GPa。利用Ansys分析软件模拟了压痕过程,发现不锈钢在受压过程中有Sink-in现象发生。纳米压痕法测得了未退火不锈钢存在残余压应力,大小为381 MPa;用XRD测得了未退火不锈钢中有350 MPa±23 MPa的残余压应力,两种测量结果吻合良好,说明了纳米压痕法在残余应力测试时的准确性与可靠性。     

210 t转炉连接装置的有限元分析及强度校核

利用ANSYS Workbench对某210 t转炉整体模型的三种极限工况进行有限元分析,得到转炉系统的应力分布和总变形,同时得到连接装置各个零部件的应力分布,找出零部件的最大应力值及所处位置,并结合有限元计算结果对各个零部件进行强度校核.结果表明连接装置的强度满足要求。     

膨胀弯管在管道柔性设计中的定性分析

为防止管道因热胀冷缩、管道支撑或端点附加位移造成的应力问题,对管线中设置的膨胀弯管进行定性分析.通过2个参数的变化对膨胀弯管进行编号得到多种设计方案,用ANSYS建立管道的有限元模型,并分析各方案中膨胀管道的变形、应力和弯矩等;根据分析结果对膨胀弯管设计半径、设置位置和形状进行定性分析.该定性分析结果可为膨胀弯管概念设计和管道柔性设计提供参考.     

水电水利工程压力钢管灌浆孔应力集中敏感性因素研究

水电水利工程压力钢管开孔灌浆后,需对灌浆孔严密封堵,处理不好会对工程安全运行留下隐患。在总结国内外灌浆孔常用封堵方案基础上,以某水电站地下埋管为例,建立平面有限元模型,分析其灌浆开孔后管壁应力集中现象,研究了补强板厚度及堵头坡口深度对压力钢管灌浆孔应力集中的敏感性。结果表明,应力集中程度随补强板厚度及堵头坡口深度增加递减,堵头坡口深度对其影响更加敏感。对于地下埋管管壁上开灌浆孔的非高强钢,建议灌浆后孔口进行封堵,补强板厚度宜与钢管壁厚相同,并适当增加坡口深度。当钢管壁厚较大时,堵头坡口深度宜不小于钢管壁厚的1/4~1/3。     

关于饱和软土地基堤坝边坡稳定分析总应力法的讨论

在饱和的软土地基上修筑堤坝,由于孔隙水压力不易准确测定,需采用“φ=0”的总应力法进行稳定分析。这一做法在国外已明确纳入设计规范,在国内工程界较少受到重视,导致过高地估计了安全系数。本文首先系统地回顾了临界状态土力学中的伏斯列夫强度理论,在理论上阐述了饱和软土地基快速填筑时采用总应力法的原因,同时引用了Bishop和Bjerrum、美国联邦公路局、美国陆军工程师团与我国水电水利工程边坡设计规范的相关条文,确认在饱和软土地基采用总应力法进行稳定分析的合理性。以花敖泡土石坝和拉哇水电站围堰为工程实例,分别采用对土的固结不排水剪的两种做法开展稳定性分析,结果表明,直接将土的固结不排水剪强度指标ccu与φcu作为填筑后的强度参数,将严重高估其安全系数。因此建议正在修订的碾压式土石坝与边坡设计规范增加相应条文,并期望引起工程界对这一问题的重视。     

The impact of risk and protective factors on online teaching experience in high school Italian teachers during the COVID-19 pandemic

The lockdown due to COVID-19 in Italy resulted in the sudden closure of schools, with a shift from traditional teaching to the online one. Through an online questionnaire, this survey explores teachers' experience of online teaching, the level of risk factors (e.g., stress) and protective factors (e.g., locus of control) and their impact on satisfaction levels during the social distancing. One hundred seven high school teachers from Lombardy, an Italian region very affected by the COVID-19 outbreak, participated. Results show that depression and stress are the main predictors of satisfaction levels for online teaching. In addition, coping, locus of control and self-efficacy emerge as important protective factors. Finally, although there is great satisfaction with the online teaching experience, critical elements emerged. This study is relevant because it describes the critical elements of the online teaching experience, and identifies some protective factors and the main risk factors in teachers operating in an area strongly marked by social restrictions imposed by the pandemic. High school teachers emerge as a sub-group of the general population with specific psychological reactions. Considering the results, it is possible to suggest providing high-quality educational support and crisis-psychological oriented services to teachers, and help to maintain the psychological well-being.     

Unusual W-shaped Galvanic Cell Model of ISCC of α-brass in Neutral Mattsson''''s Solution

Intergranular stress corrosion cracking(ISCC) of α-brass in neutral Mattsson's solutionwas found to be controlled by an unusual"W"-shaped galvanic cell whose cathode is thegrain boundary oxide film (G.B.0. film) andsurface film and the anode is fresh metal atthe cracked tip on both sides of the G.B.0.film. Redox reactions involved in the cellhave been proposed here. According to thismdel, initidtion of ISCC is caused by therupturing of surface film along grain boundaries,thus forming a galvanic cell. Propagation ofISCC resulted from alternate advances of G.B.0.film and dissolution on both sides of G.B.0.film caused by the effect of electrochemicalreaction. This work developed an effective approachto investigate the embrittlement process atthe tip of the crack, by increasing the lengthof the embrittlement region through constantstrain test and distinguishing the morphologyand the nature of the corrosion products byoptical microscopy and scanning electronmicroscopy (SEH).