Lateral bracing of I-girder with corrugated webs under uniform bending

Lateral-torsional buckling may occur in an unrestrained beam where its compression flange is free to displace laterally and rotate. This paper presents the results of the theoretical and finite element analyses of the lateral-torsional buckling of I-girders with corrugated webs and lateral bracing, under uniform bending. It is well known that an elastic lateral brace restricts partially the lateral buckling of slender beams and increases the elastic buckling moment. However, a full study of the effect of lateral braces on lateral-torsional buckling has not been made especially for I-girder with corrugated webs. This paper develops a three-dimensional finite element model using ANSYS [User’s manual, version 10.0] for the lateral-torsional buckling analysis of I-girder with corrugated webs and uses it to investigate the effects of elastic lateral bracing stiffness on the critical moment of simply supported I-girders with corrugated webs under pure bending. It was found that for plastic and inelastic I-girder with corrugated webs, the effect of bracing initially is increased to some extent as the lateral unbraced length increases and then decreased until the beam behaves as an elastic beam. In other words, the effect of bracing depends not only on the stiffness of the restraint but also on the modified slenderness of the I-girder. Also, the results show that Winter’s simplified method to determine full brace requirements cannot be applied to I-girders with corrugated webs. Therefore, a general equation is proposed to determine the value of optimum stiffness (K_opt) in terms of the I-girder’s slenderness.     

后张法预应力施工控制

结合工程概况,从预应力筋管道、锚垫板的安装,钢绞线的下料、编束和穿束、张拉、压浆各施工环节的施工控制进行了阐述和总结,并对施工过程中常遇到的问题做了理论浅析,为以后的预应力施工提供了参考。     

镁质波形瓦机械化设备的研制

讲述了镁质波形瓦机械化设备的构造,并对生产过程中碰到的难题作了剖析,也指出了其中的不足之处。     

Shear strength of trapezoidal corrugated steel webs

Corrugated webs are used to increase the shear stability of the steel webs of beams and girders and to eliminate the need for transverse stiffeners. This paper focuses on the shear strength of corrugated steel webs with trapezoidal corrugations. Previously developed formulas for predicting the shear strength of steel trapezoidal corrugated webs, along with the corresponding theory, are summarized. A new formula is developed, which considers interaction among the various shear failure modes. More than 100 test results from previous research are organized and evaluated according to relevant test specimen parameters. The conditions of many of these tests are found to be inconsistent with the theoretical conditions assumed in deriving the shear strength formulas. The various formulas for predicting shear strength are then compared with selected test results. The new formula is shown to be more accurate than previous formulas for estimating the shear strength of corrugated steel webs.     

波形钢腹板PC箱梁人行桥的设计与施工

波形钢腹板PC组合箱梁结构恰当地将钢、混凝土结合起来,提高了结构的稳定性、强度及材料的使用效率。该文介绍了我国第1座波形钢腹板PC箱梁桥的设计和施工。     

新疆高温差地区750kV电抗器用金属波纹式储油柜选型及T/H曲线矫正计算

在介绍750kV金属波纹管内油式储油柜结构和原理的基础上,分析了新疆地区某750kV变电站高压并联电抗器所使用的金属波纹式储油柜在高温差环境下油位变化规律和加补充油工作存在的问题,论证了储油柜选型的正确性,矫正了储油柜油位温度曲线,并提出了运行维护建议。     

ZLD自动连续顶推系统在波形钢腹板PC组合梁桥施工中应用

以国内郑州市陇海路快速通道工程常庄水库段波形钢腹板PC组合梁桥首次采用顶推施工法为背景,介绍了ZLD自动连续顶推系统应用于波形钢腹板PC组合梁桥顶推的施工方案设计、相关施工工艺和关键要点,工程实践表明其同步控制、自动化程度高、施工灵活的优越性,能多点实时同步地根据墩顶水平反力、变形调整顶推力,提高了顶推工程施工的效率和安全可靠性,有着广泛的应用前景。     

体外预应力筋极限应力增量的理论分析与试验研究

为研究体外预应力梁受弯破坏过程的力学性能及体外预应力筋极限应力增量,对比分析了各国规范关于体外预应力筋应力增量的计算方法,设计并完成了2根体外预应力波形钢腹板简支组合梁的抗弯承载力试验,编制了非线性全过程分析程序对2根梁进行了分析;以跨高比为主要变量,考虑混凝土强度、截面配筋状况、体外预应力筋有效预应力等因素,以平截面假定为基础,根据极限状态时梁截面内力平衡条件,通过增大受压区混凝土面积建立了体外预应力筋极限应力增量的简化计算公式,并用搜集到的19根试验梁数据对该计算公式加以验证。结果表明:体外预应力组合梁受弯破坏全过程与体内预应力梁基本类似,但是梁破坏时体外预应力筋还未进入屈服阶段,利用各规范公式计算的体外预应力筋极限应力增量比试验值小很多,与试验梁普通受拉钢筋屈服时的体外预应力筋应力增量相当;体外预应力筋的极限应力增量与跨中挠度近似呈直线关系;计算结果与试验结果吻合良好,该公式具有一定的参考价值。     

间位芳纶纸板的制备及性能研究

采用间位芳纶短切纤维和沉析纤维为原材料制备了芳纶纸板,分析了纤维配比、温度及压强对纸板电气强度及拉伸性能的影响,并对纸板金属离子含量、水浸液电导率和p H值、耐油污性能等进行了研究。结果表明:间位芳纶纸板最佳的纤维配比为短切纤维∶沉析纤维=5∶5,最佳工艺是热压温度280℃、热压压强8 MPa。间位芳纶纸板的综合性能达到国外同类产品水平,具有良好的应用前景。     

EAST 装置电子回旋共振加热系统波纹圆波导研究*

在EAST装置上正在建设140GHz/4MW/1000s电子回旋共振加热(ECRH)系统,单个回旋管输出的1MW功率通过波纹圆波导传输到天线聚焦镜上,然后经天线反射镜进入等离子体。运用表面阻抗法对波纹圆波导进行了理论分析,针对EAST装置ECRH系统需求的140GHz波纹圆波导进行了设计研究,所设计的波导传输模式为HE11模,具备1MW连续波运行能力且欧姆损耗低于0.02d B/100m,同时分析了HE11模在波导口外辐射模式及其与TEM00模耦合特性。