• 主要研究了楔形变截面杆绕塑性弯曲失稳

    The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.

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  • SP过程中板坯塑性变形情况,板坯尾部的失稳弯曲进行理论分析。

    The plastic deformation of the slab being pressed by sizing press(SP) is expounded, and the bending of the slab end is theoretically analyzed as well.

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  • 钻井普遍认为弯曲井眼中钻柱不会发生现象见到详细理论论证

    The drilling circles generally considers that for the drill stem in crooked hole, the phenomenon of losing stability will not happen, but a detail theoretical proof is not seen.

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  • 避免混凝土连续组合梁发生局部,对区钢梁腹板弯曲应力轴向应力剪应力联合作用下力学性能进行了研究。

    The mechanical behavior of steel webs with negative bending was studied with combined stress loads of flexure, axial pressure and shear to prevent local buckling in continuous composite beams.

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  • 深井尺寸套管下入遇阻随着下放增加,将产生弯曲

    The bending failure stability accrued with the increase of the running load, when the small size casing, which was run into the wellbore under the deep well, encountered the resistance.

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  • 理论分析基础上提高了压紧间隙减少了失稳弯曲

    On the theoretical basis, the compressing roll gap was increased and buckling was reduced.

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  • 阐述轴对称截面轴心受压构件弯曲屈曲屈曲两种失稳形式,以及绕截面对称轴弯扭屈曲换算长的计算方法和应用实例。

    The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived.

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  • 本文通过四点弯曲试验研究了含脱层蜂窝夹芯载荷作用下局部屈曲模式破坏模式,指出局部屈曲模式跳跃失稳模式。

    The modes of local buckling and general failure for honeycomb sandwich plates under pure bending loads are studied through four-point bending tests.

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  • 前言板坯调宽过程中常出现失稳弯曲尾部鱼尾过长现象,降低产品的成材率。

    The buckling and "fish tail" are often occurred in sizing press, which can reduce the metal yield.

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  • 结构的类型有很多种,其中竖向荷载的作用下,结构发生较大竖向弯曲变形侧向扭转变形,而导致结构失稳称为梁的侧屈曲

    When vertical loads applied to a straight beam, the structure will have large bending and torsion and lose steady, this phenomenon is called lateral torsion buckling.

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  • 现场经验模型实验表明煤巷锚杆支护有时出现锚固体弯曲突变失稳现象

    Field experience and similar material simulation indicate that there is the bending catastrophe phenomenon of anchor roof beam in bolting roadway sometimes.

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  • 倾外层状岩石边坡由于滑移-弯曲变形所形成滑坡石灰岩山区高速公路挖方边坡一种复杂的地质模式。

    The failure of steep overdip stratified slope is generally caused by slidingbending in unstable cutting slopes of highway in limestone mountainous area.

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  • 分析了平巷壁中预存裂纹尖端产生型张裂纹,形成煤层,薄煤层壳弯曲变形失稳引发冲击地压的机理。

    The formation of thin coal shell that is formed by aerofoil cracks engendered at the tip of primary cracks in the entry's surrounding coal is analysed.

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  • 分析了平巷壁中预存裂纹尖端产生型张裂纹,形成煤层,薄煤层壳弯曲变形失稳引发冲击地压的机理。

    The formation of thin coal shell that is formed by aerofoil cracks engendered at the tip of primary cracks in the entry's surrounding coal is analysed.

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