• The distributed force model of intelligent beam structures is presented in considering the effect of bonding layer on basis of hypothesis of linear strain in the paper.

    基于线性应变假设,提出了考虑粘贴层影响的智能结构梁分布力模型。

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  • In the present paper, a new model, a layered composite beam, is presented for determining the interface bonding strength of materials.

    本文提出了一个确定层状复合材料界面结合强度的新模型,即由两种材料交替完全粘结在一起的复合梁。

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  • In this paper, the tension bending coupling model is presented by virtual work principle, the effect of the bonding layer between beam and piezoelectric actuator is considered in the analysis.

    利用虚功原理,建立了单面粘贴有压电致动器的梁结构的拉伸-弯曲耦合模型,在分析过程中,考虑了梁与致动器之间粘贴层的影响。

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  • The distributed force model of intelligent beam structures is presented considering the effect of bonding layer on the basis of theory of linear strain.

    以线性应变理论为基础,提出了考虑粘贴层影响的智能结构梁分布力模型。

    youdao

  • Enough clinging strength between the concrete beam and the composite plate is the key to a successful reinforcement design, and it is also a criterion for designing the bonding length of the plate.

    碳纤维片材与混凝土基层间的有效粘结是确保碳纤维加固混凝土结构成功的关键,也是确定碳纤维片材粘贴搭接长度的依据。

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  • Holographic interferometry using separate damping and a double objective light beam is put for-ward for the bonding quality of the clads on the large powder columns.

    提出了分体式减振和双物光光路的全息干涉法,解决了大型火药柱包覆层粘接质量的检测问题。

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  • A novel two-component epoxy adhesive with high adhesive strength was developed to meet the bonding requirement of mounting plate of crane rail and steel beam in the workshop.

    根据车间内钢梁上吊车轨道安装底板与钢梁粘接的具体要求,研制了一种中温固化双组分环氧胶粘剂。

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  • This method can be used to check the maximum bonding shear stress at the end of plate, and to prevent the local destruction of the RC beam.

    采用本文方法可以对加强片端部最大锚固剪应力进行验算,防止混凝土梁出现局部受拉破坏。

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  • Second is the inaccurate main steel bars' position of beam or plate or wrong bonding position of steel bars causing the reduce of bearing strength.

    再者是梁、板主筋位置不准确、钢筋搭接位置不正确,导致构件承载力不足发生质量事故。

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  • The results show that the bonding steel on RC beam can hold back the cracking in the beam effectively and the software ANSYS …

    模拟结果表明粘钢加固能够有效地抑制裂缝构件中的开展,而利用ANSYS软件可以很好地模拟粘钢前后梁的开裂等非线性现象。

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  • The results show that the bonding steel on RC beam can hold back the cracking in the beam effectively and the software ANSYS …

    模拟结果表明粘钢加固能够有效地抑制裂缝构件中的开展,而利用ANSYS软件可以很好地模拟粘钢前后梁的开裂等非线性现象。

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