• The codes and specifications of China in steel structure field require that the bearing ability of shear force in panel zone must be sufficient and the inclined stiffener should be applied.

    我国现行钢结构设计规范与规程对梁柱节点域的抗剪能力提出了具体的要求,并指出当节点域抗剪能力不足时可设置斜向加劲肋。

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  • The calculated results accord with the classical theoretical and experimental solution, therefore, the method provides a new and feasible way for local stability analysis of stiffener penstocks.

    计算结果可以较好地与经典的理论解及试验结果相吻合,为加劲环式压力钢管局部稳定性问题分析提供了一种新的可行方法。

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  • A stiffener assembly for use with testing devices is provided herein.

    提供了用于与测试器件一起使用的加固器组件。

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  • Bulwark plate to be thickened and stiffener to be added in way of mooring hole.

    在设置导缆孔处舷墙板增加板厚和加强筋。

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  • The design parameters of chamber and stiffener of hollow blade model were analyzed.

    对空心叶片模型型腔和加强筋结构设计参数进行了分析;

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  • Numerical examples show that this method can provide satisfactory results for stiffener layout.

    数值结果表明,所提出的方法能有效获得合理的加筋布局。

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  • The classification of the effect of the adjacent stiffener ring and its values is suggested as well.

    建议了相邻加劲环影响的分类及其参考值。

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  • The rack USES the channel steel to take the main body, the middle with stiffener board welded together.

    机架采用槽钢作为主梁,中间加加强筋板焊接而成。

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  • Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed.

    本文对外肋环板节点梁翼缘受拉模型的传力机理进行了分析。

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  • The relatively small reduction in stress intensity magnification factor with increasing stiffness of the stiffener.

    随着加强肋刚度的增加,应力强度放大因子则相应有所减小。

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  • The factors which influenced the stability of steel-lined reinforced concrete pipe with stiffener rings are discussed.

    对影响带有加劲环的内衬钢管的稳定因素作了讨论。

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  • During the process of calculation, the relative ubiety between impactive location and stiffener is taken into account.

    在计算过程中,考虑了撞击点和加强筋的相对位置关系。

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  • The element can also be used for analysing plane stiffener-reinforced structures composed of different kinds of materials.

    此单元亦可用于其它由多种材料构成的平面加筋结构。

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  • The stiffener layout optimization of thin walled structures is addressed in this article using a topology optimization method.

    采用拓扑优化方法研究了薄壁结构的加筋布局优化问题。

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  • For co-curing specimens, failures happen at the interface of the skin and stiffener, and the core regions of the stringer also fail.

    共固化试验件损伤主要发生在筋条蒙皮连接界面,且填充区也发生破坏;

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  • At the same time, the high web structure was researched, and the deformation and stability of the vertical and level stiffener was analyzed.

    同时,对高腹板结构设计进行了研究,对竖向与水平加劲肋的刚度及稳定性进行了计算分析。

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  • The improving measures, including the installation of anti-impacting plate and stiffener as well as cutting single pipe length, were proposed.

    提出了加设防冲板、缩短单根管道长度及增加加强圈的改进措施。

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  • In the course of the analysis, the influence of rivet flexibility and the condition of the broken edge stiffener are taken into consideration.

    分析中考虑了铆钉柔度的影响和边加筋条断的情况。

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  • The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.

    垂直加劲肋节点适于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。

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  • In present paper, a new type of ring-stiffener, called the ring-stiffener of half-tube, is introduced in pressurized cylindrical shell structures.

    本文提出了半圆环壳型肋骨加强的耐压圆柱壳结构形式,在理论和模型试验研究的基础上建立了设计计算方法。

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  • Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic-loading.

    在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。

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  • Using the programmable controller in the automobile rear axle house ring stiffener, logic sequential control was realized in the top plate automatic welding craft.

    采用可编程控制器在汽车后桥壳加强环、后盖自动焊接工艺中实现逻辑顺序控制。

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  • The research of strength calculation of basket of filter centrifuge with stiffener is concerned, and an optimum design method with a mixed penalty function is presented.

    研究了带加强筋过滤离心机的强度计算,提出了混合罚函数优化设计方法。

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  • The design methods of the link including confirmation of its length and cross section, design of its rib stiffener, design of its connection and lateral braces are emphasized.

    着重阐述了消能梁段的设计方法,其中包括消能梁段的长度确定和截面选择,消能梁段的腹板加劲肋、连接和侧向支撑的设计。

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  • The optimum position of a longitudinal stiffener as well as an approximate expression for computing the critical rigidity of the stiffener have been presented for design reference.

    提出了合理的加劲位置以及劲条临界刚度的近似计算公式,可供设计参考使用。

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  • The main advantages are the transverse shear deformation and rotary inertia are considered naturally, and there is no restriction on the thickness of plate and height of stiffener.

    主要优越性表现为:结构的旋转惯性、剪切变形等都得到了考虑,且不限制结构的板厚度和加强筋的高度。

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  • In the analysis of the elastic tripping of the stiffener, the critical stress under this mode of failure is derived by using the energy method and the principle of least potential energy.

    对于加筋板中筋的侧倾失稳,则通过能量法推导加强筋侧倾失稳时的总势能泛函,利用最小势能原理求解出此失稳模式下的临界应力。

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  • In the analysis of the elastic tripping of the stiffener, the critical stress under this mode of failure is derived by using the energy method and the principle of least potential energy.

    对于加筋板中筋的侧倾失稳,则通过能量法推导加强筋侧倾失稳时的总势能泛函,利用最小势能原理求解出此失稳模式下的临界应力。

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