initial load造句
例句与造句
- The deformation process of the composite column from initial loading to final failure is complex and nonlinear . in the previous studies this complete process was often determined by experimental method . the objective of this paper is to predict this complete process using numerical simulation techniques
组合长柱从加载到破坏的过程是一个复杂的非线性变形过程，通常采用试验方法才能完全确定，本文则借助计算机采用数值模拟方法预测这一复杂变形过程。 - A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading , cracking , yielding to failing is carried on . the cracking load , ultimate load , the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained . a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on
其次对空心板进行了从加荷、开裂、屈服直至破坏的全过程材料非线性有限元计算，得到了空心板在竖向荷载作用下的开裂荷载、极限荷载及位移和应力分布规律；还对单跨无梁楼盖进行了材料非线性有限元计算，通过分析主应力场明确了柱上暗扁梁的作用；有限元计算的结果验证了以上的理论分析并得到了一些重要的结论，对改进现浇空心板无梁楼盖的构造措施有重要的参考价值。 - 3 ) the average - strain of cross - section still can be assumed to be keep - in - plane within the whole loading procedure ; the theoretical moment - curvatures obtained by the cross - section keep - in - plane is consistent with the experimental ones . 4 ) the analytical flexural bearing capacity and cfrp - strain are more accurate by assuming the concrete ultimate strain to be 0 . 07 instead of 0 . 0033 ; 5 ) limiting the cfrp - strain under 0 . 01 is reasonable to evaluate the flexural bearing capacity of rc beams retrofitted with cfrp ; 6 ) the initial load is hardly influence the flexural bearing capacity of cfrp - strengthened rc beams
取混凝土的极限压应变0 . 007代替0 . 0033进行计算的结果能更准确地评浙江大学硕士学位论文2004摘要价加固梁的抗弯承载力和cfrp应变; 5 .在计算cfrp加固梁的抗弯承载力时，限制cfrp的应变在0 . 01以内的措施是恰当的; 6 .梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。 - From the experiments , the number and width of fracture are obviously decreased , and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring , premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure , the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case , because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly , the reinforcement effect maybe decrease
试验结果表明，粘贴碳纤维布显著减小了钢筋混凝土t梁的裂缝数量和宽度，抑制了裂缝的开展，对提高普通钢筋混凝土构件耐久性有重要作用；采用适当的锚固措施可以有效防止构件发生早期破坏，提高构件的极限抗剪能力；对于有锚固的粘贴方式，有预加载的t梁抗剪极限承载力明显高于无预加载的t梁。试验还表明，在无锚固的情况下，用碳纤维布作抗剪加固后的t梁破坏较突然，有可能使梁的加固效果出现负效应。 - It's difficult to find initial load in a sentence. 用initial load造句挺难的
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