• Finally, a numerical instance of rubber beam bending deformation is given to demonstrate that the method is highly accurate and self-adaptive in solving large deformation engineering problems.

    通过给出橡胶梁弯曲变形的数值算例,说明再生核粒子方法在解决大变形等工程问题上有着精度高,自适应能力强等特点。

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  • It firstly derivates theoretical analysis formula of force and stroke by using beam bending theory and energy method.

    首次采用梁的弯曲理论和能量法结合的方法推导了弯曲力和行程的理论解析公式。

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  • According to the engineering theory of plastic bending, the elastoplastic bending analysis of a beam is conducted using differential quadrature method.

    根据梁塑性弯曲的工程理论,采用微分求积法进行了梁的弹塑性平面弯曲分析。

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  • According to the calculation theory of normal section bending bearing capacity, the calculation formula of cracking moment of high-strength concrete beam was derived by the concrete mechanic method.

    根据正截面受弯承载力计算理论,运用混凝土力学分析方法,导出高强混凝土梁的开裂弯矩计算式。

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  • The bending process of a single crystalline nano-copper cantilever beam with holes was simulated by using the molecular dynamic method.

    应用分子动力学方法模拟了带孔纳米单晶铜悬臂梁的弯曲过程。

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  • In this paper, initial parameters method for the bending problem of thick beam with shear deformation is presented.

    提出了考虑剪切变形时深梁弯曲问题的初参数法。

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  • An improved K_ (IC) formula for indented bending beam method is proposed by considering the contribution from residual stress to the total stress intensity at the indentation flaw.

    考虑残余应力对压痕弯曲梁应力场强度的贡献后,对相应的K _ (IC)表达式进行了修正。

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  • Trust force and bending moment result in heat expansion are calculated by adopting beam theory of mechanics of materials and applying force component analysis method.

    采用材料力学的梁理论,应用力法分析方法,计算出热膨胀导致的推力和弯矩。

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  • In this paper boundary integral method is generalized to solve the problem of bending of heavy camber cantalever beam.

    采用边界积分法求解了大挠度悬臂梁的弯曲问题,给出了求解大挠度悬臂梁的解析解的新方法。

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  • An assumed strain finite element method based on the theory of strain gradient was proposed to explore the size effect that frequently exhibited in micro-beam bending.

    采用基于应变梯度理论的假设应变有限元方法研究了微尺度梁弯曲的尺寸效应。

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  • This paper makes an exhaushve study of maximum bending moment for beam to bear moving load, and putsforwrt its method and step to determine it.

    本文提出了一种利用弯矩图快速确定框架梁中预应力钢筋和非预应力钢筋的方法。

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  • CZM is used as a benchmark to check the precision and applicability of beam-bending method, such as SBT (Simple Beam Theory), CBT (Corrected Beam Theory) and ECM (Experimental Compliance Method).

    本文采用内聚力模型作标准来判别各种基于梁弯曲理论的方法,这些方法包括简单梁理论、修正梁理论和实验柔度法。

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  • The invention provides a method and a device for correcting bending deformation of a main beam of a container.

    本发明提供一种集装箱主梁弯曲变形的校正方法及校正装置。

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  • Based on a practical building project, the bending resistance properties of adopting CFRP strengthening method are studied for prestress concrete beam.

    以实际工程为背景,针对预应力混凝土梁cfrp加固的抗弯受力性能进行了研究。

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  • The Young's modulus of silicon nano-beam on <100> direction was measured by bending test method using an atomic force microscope(AFM).

    阐述了基于原子力显微镜(AFM)的弯曲测试测量纳米梁杨氏模量的理论和方法。

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  • The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.

    建立钢-混凝土双面组合梁截面弹性极限和塑性极限承载能力的简化计算方法。

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  • The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.

    建立钢-混凝土双面组合梁截面弹性极限和塑性极限承载能力的简化计算方法。

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