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弯曲件

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The origin、 development and present state of the container ship2. The deformation characters and collapse mode of the container ship3. The basic theory of thin-walled structural mechanics: The bending of the thin-walled beam; The unconstrained torsion of the thin-walled member bar; The constrained torsion of the thin-walled member bar with opening; The constrained of the thin-walled member bar with closed port.4. The calculation of the warp stress in the container ship based on the thin-walled structural mechanics theoryModeling of the hull ladder calculation based on referred mechanics theories of thin-walled member bar, calculation of crankle character of the each section, such as sectional coordinates、 Free twist shear flow、 secondary shear flow、 bend shear flow and so on.

本文主要包括下述六个方面的内容: 1 集装箱船的起源、发展和现状 2 集装箱船变形特征和破坏形式 3 薄壁结构力学的基本理论◇薄壁梁的弯曲;◇薄壁杆件的自由扭转;◇开口薄壁杆件的约束扭转;◇闭口薄壁杆件的约束扭转 4 利用薄壁结构力学理论计算集装箱船的翘曲应力建立船体阶梯计算模型,利用薄壁杆件力学中相关理论,求解各断面单元的弯扭特性,包括:扇性坐标、自由扭转剪流、二次剪流、弯曲剪流等。

This paper studied the fatigue properties of the plain concrete under constant amplitude flexural cyclic loading.

在室内混凝土试件弯曲疲劳试验的基础上,研究了素混凝土受弯试件在等幅重复荷载作用下的弯曲疲劳性能。

So we can analyse the stability of lattice structure as solid web beam without change its geometry dimension. The out-of-plane stability of bending beam, which is made up with 2 beams and loaded by non-directional force, is studied.

对两节梁组成的弯曲梁在非保向力作用下的平面外失稳问题进行了研究,通过建立每节梁临界状态下弯曲和扭转变形微分方程,根据杆件变形的边界条件以及杆件之间的变形协调关系,得出了一端固定一端悬臂的弯曲梁在非保向力作用下平面外失稳的特征方程。

In Laplace space, the exact element stiffness matrix of the axial, torsional and bending vibrations of cone-shaped and symmetrical closed thin-walled bars are derived. By use of variation principle, the element stiffness matrix of the coupling vibrations of an asymmetrical closed thin-walled bar is also given.

在拉氏空间中导出了锥形杆件和对称闭口薄壁杆件的轴向、扭转和弯曲振动的精确单元刚度矩阵,应用变分原理也给出了非对称闭口薄壁杆件耦联振动的单元刚度矩阵。

Based on the WM-model, the various stages of SPIF process was studied and the forming characters have been realized. Based on the SM-model of the truncated cone, the blank thickness element was sub-meshed into three levels. And through the forming simulation of the process, access to the plate stress and strain of the different regions in forming, and proposed the establishment of a sub-regional mechanism to explain the incremental forming, that is, in different regions, sheet deformation is different. In the main region which reflects the major character of SPIF, the deformation pattern is the composition of bending and extrusion.

基于完整有限元分析模型对渐进成形过程的各阶段进行分析,从而全面认识渐进成形的特点;基于方锥台件局部有限元分析模型,并将板材厚度方向的单元细分为三层,通过成形过程仿真,获取成形中,板材不同区域的应力、应变情况,提出并建立分区域的渐进成形机理解释,即,在不同区域,板材的变形方式是不同的,其中,对体现渐进成形主要特点的方锥台件和圆锥台件的侧壁充分变形区域,其变形方式是拉伸-弯曲复合变形。

Secondly, the paper carries on the destruction processes and the stress distribution situation numerical simulation of the concrete three point bending specimen with bias crack under static load function,, and analyze specimen crack expansion and the destruction mechanism, obtain the reason that the crack expanding flectional way is because the material nonuniformity, in the same time, from the specimen destruction process chart we can see that the crack bias degree has some influence on the crack expansion way.

其次论文对含偏置裂纹的混凝土三点弯曲试件在静态载荷作用下的破坏过程和应力分布情况进行了数值模拟,并对试件的裂纹扩展和破坏机理进行了分析,得出裂纹扩展的曲折性是由于材料不均匀性所引起的,同时从试件的破坏过程图中可以看出,裂纹的偏置程度对裂纹的扩展路径有一定的影响。

On the scale of punch and die with punching and bending die punch; Die positioning pulled positioning and bending Die top two pieces of equipment; 6 punch with epoxy fixed on the next model, since blanking punch and bending die role.

上模为凸凹模起冲裁凹模和弯曲凸模作用;模具中定位板起定位和弯曲凹模顶件装置两种作用;六个凸模用环氧树脂浇注固定在下模上,起冲裁凸模和弯曲凹模作用。

The results show that: the tensile strength, flexural strength and flexural modulus increase by about 10.4%, 62.1% and 122.3% respectively when the mass fraction of the aluminum powder increases from 0 to 50%, while elongation at break and impact strength decrease by about 65.0 and 74.4% respectively; the tensile strength, elongation at break and impact strength all increase with decreasing the particle sizes of the aluminum powders.b Nylon-12 coated metal powders for the indirect SLS process were prepared by the dissolution precipitation process. The coated powders have only 1.0 wt% nylon-12, and their SLS green parts have sufficient strength for features as small as 1.0 mm to be built and post-processed and high dimensional accuracy. The green parts were subjected to the post processing processes including binder decomposition and infiltration of epoxy resin, and then the metal/polymer composite parts with relatively high strength and accuracy were formed.At present, micron-scale inorganic fillers have been widely used to reinforce nylon SLS parts.

将该法制备的尼龙12覆膜金属粉末用于以下两个方面:a使用铝粉增强尼龙12的SLS成形件,通过溶剂沉淀法制备尼龙12覆膜铝复合粉末,研究了铝粉含量及粒径对SLS成形件性能的影响,结果表明:铝粉分散均匀,并与基体有良好的界面粘接;当铝粉含量从0增加到50wt%时,成形件的拉伸强度、弯曲强度、弯曲模量分别提高10.4%、62.1%和122.3%,冲击强度和断裂伸长率下降65.0%和74.4%,耐热性及尺寸精度也得到提高;断裂伸长率、冲击强度及拉伸强度均随着铝粉粒径的减小而增大。b使用溶剂沉淀法制备了间接法SLS用尼龙12覆膜金属粉末,该覆膜粉末中聚合物粘接剂的含量仅为1.0 wt%,其SLS初始形坯具有较高的精度以及足够满足后处理要求的强度,最小精细结构的尺寸达1.0 mm。

To the problem of the head down bending of plate, the influence laws of process parameters, such as the thickness of piece, rolling temperature, ratio of upper and lower roll rotate speed and reduction, on the head -bending direction and degree are found out by test and artificial neural network analysis.

针对中厚板轧制中头部弯曲问题,通过试验模拟及人工神经网络分析,找出了轧件厚度、轧制温度、上下辊速比、变形率等生产因素与钢板头部弯曲方向和弯曲程度的关系,从而可有效地控制钢板头部弯曲。

The basic mechanical performance of perforated shale brick masonry is studied by analyzing the experimental results of compression strength of 25 samples of the masonry ,bending tensile strength of 14 samples and shearing strength along straight joint section of 45 samples.

笔者通过对多孔页岩砖砌体25个试件的抗压强度、14个试件的弯曲抗拉强度和45个试件的沿通缝截面抗剪强度的试验结果进行分析,研究了多孔页岩砖砌体的基本力学性能,对其在设计和使用中的部分技术问题进行了探讨。

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