深基坑预应力锚索支护对临近既有建筑影响的数值分析

通过利用Ansys有限元软件对某基坑的开挖过程进行数值模拟,对预应力锚索桩支护体系对既有建筑物基础的影响进行了分析,并且与锚索不施加预应力的情况进行了对比,得出了锚索施加预应力可以减小既有建筑物的地基两侧的变形差。但是锚索倾角太小或锚固段完全位于建筑下方,会降低锚索的预期效果,有可能导致建筑物开裂。所以应考虑锚索的倾角和锚固段的位置对建筑的影响。     

考虑线性应变硬化效应时自紧管的应力与强度

本文主要讨论了在材料线性应变硬化效应的情况下,自紧管应力与强度的计算公式的推导。     

基于系统仿真的故障检测与辨识技术研究

本文将系统仿真技术应用于故障检测与诊断(FDD),提出了通过实测信息在线交互减小解决理论轨线偏差的思想,建立了基于系统仿真FDD逻辑结构,针对MIMO系统和线性动态-测量系统构造了具有良好统计性质的故障辨识算法,为故障检测、故障辨识、故障时间的确定和故障模式识别提供了实现的可能性。本文的思想和方法不但可用于CVDS的故障检测与诊断,对大规模复杂系统的故障分析也具有借鉴和参考价值。     

先张预应力BFRP筋混凝土梁受弯性能试验研究

玄武岩纤维筋是一种新型复合材料,具有轻质、高强、非磁性、耐高温、耐酸碱等多重优点.完成了直径为10 mm的BFRP筋基本力学性能测试.进行了3根先张有粘结预应力BFRP筋混凝土梁,1根非预应力BFRP筋混凝土梁的受弯性能对比试验,分析了试验梁受力过程及破坏形态、平截面假定情况、特征荷载值、荷载--挠度关系、裂缝发展情况...     

Effect of friction stir processing on mechanical properties and heat transfer of TIG welded joint of AA6061 and AA7075

Tungsten inert gas (TIG) welding is the most commonly used joining process for aluminum alloy for AA6061 and AA7075 which are highly demanded in the aerospace engineering and the automobile sector, but there are some defects occur during TIG welding like micro-crack, coarse grain structure, and porosity. To improve these defects, the TIG welded joint is processed using friction stir processing (FSP). This paper presents the effect of friction stir processing on TIG welding with filler ER4043 and ER 5356 for dissimilar aluminum alloy AA6061 and AA7075. The mechanical characterization, finite element formulation and mathematical equations of heat transfer of TIG + FSP welded joints are investigated using ANSYS Fluent software by adjusting process parameters of FSP. The results show that the maximum compressive residual stress 73 MPa was obtained at the fusion zone (FZ) of the TIG weldment with filler ER4043, whereas minimum compressive residual stress 37 MPa was obtained at stir zone (SZ) of the TIG+FSP with filler 5356. The maximum heat flux 5.33 × 106 W/m2 and temperature 515 ℃ have observed at tool rotation 1600 rpm with a feed rate of 63 mm/min. These results give a satisfactory measure of confidence in the fidelity of the simulation     

体外预应力FRP片材加固混凝土结构的研究现状及发展

CFRP片材加固混凝土梁是一种新型的加固方法,但该方法存在着CFRP强度利用不高、对梁使用阶段性能改善不明显等问题,对CFRP施加预应力,不仅可以充分利用CFRP的强度,还能有效地改善加固梁的受力性能,进一步抑制梁的变形和裂缝的开展。体外预应力FRP片材加固混凝土结构近几年来在国外得到了广泛的研究与应用。对在该领域已有的研究成果从预应力的施工工艺、张拉控制应力、锚固措施、预应力损失和设计方法等方面进行了总结,可为今后开展相关的研究和应用提供借鉴和参考。     

船舶结构剩余强度的研究进展

船舶结构剩余强度是船舶结构力学领域一个新的研究方向．从基本概念、定义、度量和分析方法等方面介绍了船舶结构剩余强度研究的发展状况,并对今后的研究方向提出了建议．     

有粘结预应力BFRP筋混凝土梁受弯性能理论研究

玄武岩纤维筋是一种新型复合材料,在国防和特殊建筑工程领域具有重要的应用价值.对不同预应力度的3根有粘结预应力BFRP筋混凝土试验梁进行理论研究,初步探讨和建立预应力BFRP筋混凝土梁的破坏模式判别、正截面受弯承载力、短期刚度、平均裂缝间距、平均裂缝宽度的计算方法,理论计算值与试验结果吻合较好,为建立新型预应力BFRP筋...     

A three-stage model for the perforation of finite metallic plates by long rods at high velocities

A three-stage theoretical model is presented herein to predict the perforation of a thick metallic plate struck normally by a long rod at high velocities. The model is suggested on the basis of the assumption that the perforation of a thick metallic plate by a long rod can be divided into three stages: (1) initial penetration; (2) plug formation and (3) plug slipping and separation. Various analytical equations are derived which can be employed to predict the ballistic limit, residual velocity and residual length of the long rod. It is demonstrated that the present model predictions are in good agreement with available experimental results for the perforation of finite steel targets struck normally by steel as well as tungsten alloy long rods at high velocities. It is also demonstrated that the dynamic maximum shear stress of a plate material has strong effect on plug formation and plug thickness which, in turn, exerts considerable influence on the residual velocities and lengths of a long rod at impact velocities just above the ballistic limit.     

基于ANSYS的预应力CFRP布加固混凝土梁有限元分析

采用ANSYS有限元分析软件,对卸载或不卸载时预应力碳纤维(CFRP)布加固梁进行仿真分析,并在有限元分析中提出了施加预应力的方法(升温法),以及利用单元的生与死实现不卸载时加固的方法。通过实例对比分析表明,基于ANSYS的有限元分析结果与试验分析结果吻合较好,可在一定程度上有效替代试验分析方法,从而减少试验所需的时间和费用,对后续的CFRP布加固混凝土结构的研究工作具有一定的参考价值。