焊接结构的振动时效工艺分析与优化

从振动时效的机制入手,阐述了振动效果评价与最佳工艺参数选择是焊接构件振动时效技术的关键。从理论与试验相结合的角度,研究了激振频率、激振力、振动时间对振动时效的影响,优化了盲孔检测法,并针对1Cr18Ni9Ti、5A06、20等3种常见材料的焊接构件进行了试验研究。试验结果表明:1Cr18Ni9Ti、5A06、20焊接试板的应力消除率分别达到98.8%、45.3%、44.1%,验证了工艺参数选择的正确性,进一步表明振动时效优于热时效。     

OPTIMAL PLASTIC SHAPE DESIGN OF HEADS OF PLANE TENSION MEMBERS WITH SKEW BEARING SURFACES

The paper presents the boundary perturbation method applied to optimal plastic shape design. Perfect plasticity is assumed. The procedure consists of two steps: the class of fully plastic solutions in the limit stale is first determined, and then the optimal shape is chosen from among these solutions. Heads of tension members with skew bearing surfaces are considered. Optimal angle of inclination of such surfaces is also evaluated. The final results are verified by means of the AD1NA program.     

偏心受压砌体构件偏心距计算的探讨

探讨了偏心受压砌体构件偏心距的计算问题，提出了改用由荷载设计值计算的偏心距来计算影响系数的建议和两种相应偏心距转换方法。为正在修订的《砌体结构设计规范（ＧＢＪ３－８８）》提出协调途径和具体改进方案，以供设计和规范修订人员参考。     

欧饰艺术构件在水电建筑物中的应用

主要论述欧饰艺术构件的类型、构造、建筑材料、特点及其在水利工程中的应用。     

钢管混凝土大偏心受压构件的徐变分析

在对钢管混凝土大偏心受压构件的力学特性和核心混凝土徐变进行分析的基础上,使用多轴应力状态下混凝土徐变及适用于不断卸载状态混凝土徐变的继效流动理论,研究钢管混凝土大偏心受压构件的徐变。通过确定初始条件和构件混凝土的徐变模型,建立计算构件徐变的方法并使用它对含钢率、偏心率及紧箍应力等构件徐变的影响因素进行分析。并引入迭代的方法对混凝土徐变的时效性质进行模拟。应用该方法得到的结果是合理的。     

钢筋混凝土构件非受力裂缝浅析

钢筋混凝土构件裂缝往往被认为是由于地基不均匀沉降或构件承载力不足造成的 ,然而在民用住宅中大量的、常见的裂缝却是因构件自身的收缩、环境温度变化等原因引起的 ,对此种裂缝 ,即“非受力裂缝”进行了初步探讨     

楔形变截面压杆绕弱轴的弹塑性稳定

主要研究了楔形变截面压杆绕弱轴的弹塑性弯曲失稳。提出了以大头截面为计算截面的压杆极限荷载计算公式。     

中间加劲复杂卷边槽钢纯弯构件弹性畸变屈曲应力计算方法研究

为了研究中间加劲复杂卷边槽钢纯弯构件弹性畸变屈曲应力简化计算方法,采用有限条分析软件CUFSM对不同参数的复杂卷边槽钢、∑形复杂卷边槽钢以及腹板V形加劲复杂卷边槽钢各70个构件的畸变屈曲应力进行数值分析.在此基础上,借鉴现有板件局部屈曲应力的表达方式,引入畸变屈曲系数,经拟合分析提出上述构件畸变屈曲应力的简化计算公式,并将复杂卷边槽钢和腹板V形加劲复杂卷边槽钢的公式进行合并,对公式的有效性进行验证.     

FRP加固局部损伤钢压杆的稳定分析

钢结构中存在大量的轴心受力构件,作为承受永久竖向荷载的主要构件,往往是结构加固的重点.采用能量方法,分析各种杆端约束条件下,纤维增强复合材料（FRP）加固局部损伤的轴心受压钢构件在弹性失稳时的弹性屈曲临界力,并建立普遍适用的近似欧拉公式.利用ANSYS通用有限元分析软件分析FRP的厚度对损伤空心圆管临界力的影响并与该公式解析解进行对比.计算结果表明,该公式计算结果可靠,采用纤维增强复合材料加固修复局部损伤的钢结构可以有效恢复其刚度和稳定性.     

Modeling of flexural behavior of RC beams strengthened with mechanically fastened FRP strips

An alternative to fiber reinforced polymer (FRP) materials adhesively bonded to the concrete substrate is the implementation of mechanically fastened FRP (MF-FRP) systems using steel anchors to secure the laminate to the substrate. The benefit of MF-FRP, compared to adhesive bonding for FRP flexural strengthening, is the speed of installation with unskilled labor, minimal or absent surface preparation under any meteorological condition and immediate use of the strengthened structures. Some of the potential shortcomings are: possible concrete damage during anchoring and limited opportunity of installation in the presence of congested internal reinforcement in the members to be strengthened. Laboratory testing and a number of field applications have shown the effectiveness of the MF-FRP method. In this paper, an analytical model is discussed for reinforced concrete (RC) members strengthened with MF-FRP strips. The model accounts for equilibrium, compatibility and constitutive relationships of the constituent materials; in particular, it accounts explicitly for the slip between the substrate surface and the FRP strip due to the behavior of the fasteners. The proposed flexural model, coupled with the computation algorithm, is able to predict the fundamentals of the behavior of RC flexural members strengthened with MF-FRP strips, in terms of both ultimate and serviceability limit states. Comparisons between the analytical predictions and the experimental results have been successfully performed.