Analysis of Local Buckling of Steel Plate in Contact with Rigid Medium 刚性介质接触条件下钢板的局部屈曲分析
Research on local buckling of lipped H-section members 卷边翼缘工形截面构件的局部稳定性能
Local Buckling Analysis of Web of Continuous Steel-concrete Composite Beam 钢-混凝土连续组合梁腹板局部屈曲分析
However, local buckling is more likely to occur for thin-walled tubes, and thus decreases the lateral confinement on the concrete core. 但薄壁钢管在荷载较大时易发生局部屈曲,且降低对混凝土的约束。
The results indicated that local buckling and torsion failure of wall member sections were the main factors affecting the ultimate shear capacity of the wall; 结果表明:墙架杆件截面发生局部屈曲和扭转变形是影响这类墙架受剪承载力的主要因素;
It is found that the critical local buckling stress and diameter to thickness ratio of circular steel tube are considerably increased by the support of filled concrete. 由于内部混凝土的存在,大大提高了薄壁钢管的临界屈曲应力和径厚比。
Slotted web holes may change the buckling mode of the members, and the local buckling of the plates around the holes has been found. 腹板孔洞导致构件屈曲模态发生变化,孔洞周边板件有局部屈曲产生;
Based on the simulating result of FEM numerical experiment, this paper investigates the effect of local buckling on the hysteretic behavior of tubular columns under cyclic unaxial load. 根据有限元模拟的结果,分析了板件局部屈曲对方管截面柱拉压滞回性能的影响。
Simplified method of bearing capacity of concrete-filled rectangular steel tube columns considering local buckling subjected to axial compression 考虑局部屈曲的矩形钢管混凝土轴压承载力计算方法
It points out that the critical load obtained from the classical theory is unreasonably too larger than the one from the local buckling theory. 文中分析了问题的来源,提出了桁架结构临界荷载的屈曲理论计算方法,通过比较说明了屈曲理论的正确性。
Local buckling analysis for laminated composite plates of plate-cone reticulated shell 板锥网壳结构复合材料层合板的屈曲分析
Calculation investigation of local buckling stability for axially compressed single equal leg angle members 等边单角钢轴心压杆局部稳定计算问题的讨论
Local buckling of concrete-filled square steel tubular column subject to axial compression 下部装回压阀的套管柱方钢管混凝土柱在轴压下的局部屈曲
Through a statistic analysis of many boom fracture failures of cranes, it is found that most failures are due to local buckling instability of boom webs. 据大量的起重机折臂事故统计分析,由伸缩臂腹板局部屈曲失稳造成的事故占大多数。
A rational evaluation ductility method for thin-walled steel structure is required to account for local buckling and to be convenient for practical use. 对薄壁钢结构抗震能力的合理评估需要考虑局部压屈和便于实际工程应用。
Local Buckling of Aluminium Structures Exposed to Fire, Part 2: Finite Element Models 对火灾中的铝结构进行局部屈曲分析:有限元模型
The Theoretical Research on the Local Buckling of Concrete-filled Steel Tubular Column Subjected to Axial Compression 双轴对称楔形工字钢梁的弹性弯扭屈曲钢管混凝土柱在轴压下的局部屈曲的理论研究
Considering the membrane effect of plates, the design of profiled steel sheets allows local buckling of plates, and can utilize post-buckling strength. 由于板件的薄膜效应,压型钢板的设计不仅答应板件出现局部屈曲,而且还可以利用屈曲后强度。
Substructure method considering local buckling in steel frame advanced analysis 钢框架高等分析中考虑局部屈曲的子结构法
The dissertation first present two equivalent mathematical models of the truss topology optimization with stress and local buckling constraints. 针对以上问题,本文首先给出了带有两种不同约束条件(局部弯曲约束条件和应力约束条件)的两个不同结构拓扑优化问题的等价模型。
A finite element analysis is presented for predicting local buckling stresses in stiffened plates under axial compression. 本文给出了轴压加筋板局部屈曲应力的有限元分析。
The modes of local buckling and general failure for honeycomb sandwich plates under pure bending loads are studied through four-point bending tests. 本文通过四点弯曲试验研究了含脱层的蜂窝夹芯板在纯弯载荷作用下的局部屈曲模式和破坏模式,指出局部屈曲模式是跳跃失稳模式。
This paper presents a finite element method to estimate local buckling stress of stiffened panels in axial compression. 本文是用有限元素法解轴压加筋板局部稳定性问题的研究报告。它从失稳变形模态对称性分析入手,提出了局部单元的计算模型。
The local buckling behaviors of the concrete-filled rectangular steel tube column are presented. 对矩形钢管混凝土柱钢管壁的局部屈曲性能进行了分析研究。
The local buckling bearing capacity of square thin-walled steel tubes is increased if filled in with concrete. 方形薄壁钢管在内部填有混凝土后,其局部屈曲承载力有所提高。
Element stress, local buckling and displacement constraints are taken into account. 结构受到应力、局部稳定和节点位移等多种约束。
The second feature is relevant to the local buckling capacity of the strut web and its limiting width-thickness ratio. 第二个特点表现在压杆腹板局部屈曲承载力和宽厚比限值。
Arranging stiffeners inside the chord was effective to prevent the chord from yielding and local buckling. 弦杆内设置加劲肋是防止弦杆板件塑性破坏和局部屈曲的有效构造措施。
Local buckling, distortional buckling and interaction between local and distortional buckling were observed in the tests. 试验中观察到了局部屈曲、畸变屈曲以及局部和畸变的相关屈曲现象。