H型钢柱高强螺栓拼接设计方法探讨

依据现行新规范,给出按等强度设计原则H型钢柱高强螺栓拼接连接设计计算,并与现行2010版STS钢结构CAD软件计算结果进行比较.采用本文依据现行新规计算:柱翼缘螺栓受剪承载力、腹板螺栓受剪承载力较大,说明现行新规范规定的技术条件较严格;设计计算为工程设计中H型钢柱高强螺栓拼接连接提供设计参考.     

大跨钢管混凝土桁架拱桥的地震反应分析

以巫峡长江大桥为研究背景,通过建立空间结构有限元模型,计算和分析该大桥的动力特性,并运用时程分析法分析该桥的地震反应,采用EI-centro波进行计算,讨论横桥向和竖桥向地震动对地震反应的影响和规律,为大跨度钢管混凝土拱桥的抗震设计和研究提供了理论依据。     

韦水倒虹除险加固技术的提出与实施

针对韦水倒虹钢筋砼管道受水中推移质撞击、管道底部形成冲槽、受力钢筋磨损、钢筋截面减小、结构安全度降低等特点,提出了在钢筋砼管道底部90°范围内进行粘钢补强加固的技术方案,并论述了粘钢补强加固方案的设计原理及施工工艺。     

刀具材料对NM360材料钻削性能影响的研究

选择YG8硬质合金麻花钻、高速钢涂层麻花钻和普通高速钢麻花钻进行钻削性能对比实验,比较其刀具耐用度、切削力和扭矩,分析其工件形貌及去除机理等因素,实验证明：在相同钻削条件下,高速钢钻头的刀具耐用度最低,涂层高速钢钻头的耐用度最高。3种钻头在相同加工用量条件下,涂层高速钢钻头的轴向抗力最小,其次是硬质合金,高速钢的轴向抗力最大。但作为生产一线的工厂,钻削性能只是一个考虑的因素,从经济效益角度考虑,推荐使用硬质合金（高速钢YG8）麻花钻。     

不锈钢海水泵叶轮失效原因分析及解决方法

316不锈钢海水泵叶轮,使用10～12月后损坏严重。对叶轮失效原因分析表明：叶片减薄严重的主要原因是高流速海水中的固体颗粒（粉砂）的磨削作用加速的磨损腐蚀。选择对316不锈钢叶轮采用表面高分子涂耐磨涂层的方案可延长叶轮使用寿命,且更为经济、可行。     

Experimental study on centrifugal concrete-filled steel tubes under bending and torsion

INTRODUCTIONConcrete filledsteeltubesarenowwidelyusedinfactories ,powerstations,bridges ,etc .Centrifugalconcrete filledsteeltubesarehollowstructuralmemberscentrifugatedbyhigh speedcentrifuge ,andarethereforeofconsiderablylessweightthantraditionaltubes .A…     

不同加载角T形钢管混凝土压弯承载力研究

采用有限元软件ABAQUS建立了不同加载角T形带肋和多室钢管混凝土压弯构件的计算模型,数值计算结果与试验结果吻合良好。对影响T形钢管混凝土柱水平荷载P-水平位移Δ关系曲线的参数进行分析,结果表明:加载角为0°时,T形钢管混凝土构件的承载力最低,在67.5°负向加载时,构件的承载力最大,比0°加载角构件大13%左右,加载角为45°~90°间承载力总体上差别不大。随着钢管屈服强度、混凝土抗压强度、钢管长厚比、带肋和多室T形钢管混凝土构件在斜向加载的承载力增加,在传统钢管混凝土基础上,提出了适用于不同加载角带肋和多室T形钢管混凝土压弯构件的承载力设计方法,简化计算公式与有限元结果、试验结果均吻合较好。     

Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load

The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA. The multi-material Eulerian and Lagrangian coupling algorithm was adopted. A flu-id-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground, multiple ALE element for simulating air and TNT explosive material. Numerical simulations of the blast pressure wave propagation, struc-tural dynamic responses and deformation, and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed. The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure. The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation. The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic defor-mation subjected to intensive blast waves, and columns lost carrying capacity, subsequently lead-ing to the collapse of the whole structure. The approach coupling influence between struc-tural deformation and fluid load well simulated the progressive collapse process of structures, and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load.     

Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load

The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA.The multi-material Eulerian and Lagrangian coupling algorithm was adopted.A fluid-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground,multiple ALE element for simulating air and TNT explosive material.Numerical simulations of the blast pressure wave propagation,structural dynamic responses and deformation,and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed.The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure.The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation.The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic deformation subjected to intensive blast waves,and columns lost carrying capacity,subsequently leading to the collapse of the whole structure.The approach coupling influence between structural deformation and fluid load well simulated the progressive collapse process of structures,and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load.     

K/Na-Mo复合变质对M2高速钢组织和性能的影响

用K／Na-Mo复合变质剂对M2铸造高速钢进行变质处理,对试样进行组织分析及力学性能测试．结果表明,随着K／Na-Mo复合变质剂的加入,M2高速钢中铸态碳化物趋于断网,骨状晶转变为等轴晶,组织得到了优化,同时M2高速钢的韧性明显提高,硬度和红硬性也有所改善．