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Chinese translation for "plate ending"

板状终末
终板末梢
Example Sentences:
1.Cars with license plates ending in even numbers must go in this way
牌照以偶数结尾的汽车必须走这条路
2.Cars with license plates ending in even numbers must go in this way
牌照以偶数结尾的汽车必须走这条路。
3.According to different failure mechanism and displaying part , the failure modes are divided into plate end debonding failure and intermediate crack induced interfacial debonding failure
这种粘结破坏按形成机理及破坏部位的不同可分为板端剥离破坏和跨中受弯裂缝导致的粘结破坏。
4.This article theoretically analyzes the stress concentration at the area of plate end , calculates the values of the stress with the software of ansys and gets the distributing curves of the stress at this area . some suggestions about the anchorage are proposed in this article according to the calculating result
本文对加固后的梁在受力时碳纤维布的端部应力集中现象进行了理论分析,并应用anysis有限元计算软件进行了计算,得到了碳纤维布端部应力的分布曲线。
5.Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models , interfacial stress at the end of plate is deduced . after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward , strength prediction formulas of compound beams under plate end debonding failure are established . in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode , several bond strengths and their relation are introduced
对于板端剥离破坏,在总结现有承载力模型的基础上,利用已有试验数据对各承载力计算公式进行了分析比较,进一步采用分阶段分析法,推导了板端界面应力的计算公式,在此基础上,采用加固复合梁有效惯性矩的修正公式,建立了考虑名义配筋率和板端偏移比影响的板端剥离破坏梁承载力的计算公式;对于跨中受弯裂缝导致的粘结破坏,阐述了常见的几种粘结强度之间的区别和联系,并基于拉剪粘结强度,提出了跨中受弯裂缝导致粘结破坏的承载力计算公式,并利用现有试验结果确定了模型中的一些参数;最后,利用试验数据对本文建立的两种粘结破坏承载力计算公式进行了检验,结果基本吻合。
6.This paper mainly introduces technologies of bending carbon fiber reinforced plastic ( cfrp ) plates or fabrics to the web of reinforced concrete members , and also this paper discusses the design principles of carbon fiber reinforced plastic ( cfrp ) used in the reinforced concrete members , as well as considering the preload effect to the bending capacity of the reinforced concrete members . finally , a kind of new practical method is put forward , and may be a reference for practical engineering designer . in the meantime , this paper analyzes the " local failure " caused by shear and normal stress concentrations at the plate ends that can easily incorporated into design equations . furthermore , the bonding and anchoring conformation of concrete members strengthened by carbon fiber reinforced plastics also be set forth
本文重点研究碳纤维制成织物片材粘贴到混凝土表面用于结构的补强与加固的技术特点,从理论上探讨cfrp加固混凝土结构的设计原理,分析二次受力对加固结构的弯矩承载力的影响;同时对外贴碳纤维加固混凝土的抗弯和抗剪提供一种简单、实用的设计方法,供工程设计人员参考,对碳纤维布加固混凝土梁中出现剥离破坏也进行了分析,提供了最大剥离正应力的计算公式,以及对外贴cfrp加固结构构件的粘贴构造与锚固进行了阐述。
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