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Home > english-chinese > "controlled cracking" in Chinese

Chinese translation for "controlled cracking"

控制的裂缝

Related Translations:
lamination crack:  夹层裂纹
cracking sensibility:  裂纹敏感性
cracking capacity:  裂化能力裂化设备的生产量裂化设备生产量
hardening crack:  淬火裂缝淬火裂纹淬裂烧裂硬化龟裂
transverse cracks:  横向裂纹
chill crack:  淬裂激冷裂缝急冷裂纹冷硬裂痕(铸疵)
restraint crack:  约束裂缝
mercury cracking:  汞致晶界腐蚀开裂
cracking conditions:  裂化条件
Example Sentences:
1.Measures for control cracks of lining structure
控制砌体结构裂缝的措施
2.The site fabricating technology and controlling crack method of stainless steel split runner for ertan power plant
二滩水电站不锈钢分瓣转轮的组焊与裂纹控制
3.A big technical problem for mass concrete structures during pouring is how to control crack expansion
大体积混凝土基础在浇灌中的一个重要技术课题是控制裂缝扩展。
4.The directional alignment of crystal , on the one hand , effectively controls crack propagation paths and increases strength ; on the other hand , induces anisotropy
云母晶体的定向排列可有效控制裂纹走向,显著提高其强度,也导致材料的各向异性。
5.Mixing fiber into concrete can control cracks effectively , and improve the behavior of cracks - resisting . recently , the study and use have made grate progress
采用纤维混凝土能有效地控制混凝土的裂缝,提高混凝土的抗裂性能,近年来其研究及应用得到了较大的进展。
6.2 . having built model of predicting and controlling concrete crack , and using visual basic 6 . 0 languages and matlab program a software of predicting and controlling crack . 3
建立了用灰色系统和神经网络预测和控制混凝土裂缝的模型,并应用visualbasic6 . 0语言和matlab进行了裂缝预测与控制软件的编程。
7.- a new load equipment is invented in the model test ; 2 . the model test results indicate : slsfrcp has a better ability to control crack ; slsfsrcp has a better ability to avoid crack
模型试验表明,钢衬钢筋钢纤维混凝上压力管道限裂能力明显增强:钢衬钢筋钢纤维自应力混凝土压力管道则有优良的抗裂能力。
8.The materials by which to make orthotropic model with controlled crack parameter were attempted to develop at laboratory . shear wave splitting was observed in three different directions in small scale samples
在实验室内,尝试了研制可控裂隙密度的正交各向异性模型材料,并在制作的小块样品的三个方向上观测到了横波分裂。
9.A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete . the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure . the prestressed concrete mandril , which was firstly applied high pressure on a small concrete bar , and then was made in concrete , so it would act as reinforced bar and resist load . in this thesis the writer designed 24 mmnbers and had experimental study of them , reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large , it can enhance the capacity of resisting crack and reduce the crack distance and crack width , but when the loads was large , the effect of resisting crack was not good , when we used the prestressed concrete mandril and reinforced bar together in member , the effect of resisting crack was very good . the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members , and according to the character of the prestressed concrete mandril , the writer constructed the bond model of it . then the writer introduced the analysis theory of crack including the bond - slip theory , the non - slip theory , the synthesis theory and mathematics stat method . the different theory had different theory base , they considered that the primary affection of crack width was different . in this test , the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well . to the members which
本文共进行了24根试件的试验研究,得出了预应力混凝土芯棒能较大地提高构件抗裂承载力,在荷载小于预应力混凝土芯棒的开裂荷载时有较好的抗裂效果,能较大地减小裂缝间距和裂缝宽度,但是当荷载较大预应力混凝土芯棒开裂时预应力混凝土芯棒的抗裂效果不是很好,若将普通钢筋和预应力混凝土芯棒一起使用时则有很好的抗裂效果。本文分析了预应力混凝土芯棒在轴拉试件中的粘结机理和破坏机理,根据预应力混凝土芯棒本身的特点,提出了预应力混凝土芯棒与后浇混凝土之间的粘结模型。然后本文详细介绍了经典的裂缝分析理论粘结滑移理论、无滑移理论、综合理论和数理统计方法,各理论有着各自不同的理论基础,认为影响裂缝宽度的主要影响因素也各不相同。
10.Consequently time and cost can be saved greatly . ( 3 ) design method for controlling cracks in the negative moment zone of the continuous composite girder the crack mechanism of the concrete deck in the negative moment zone of the coniinuous composite girder , the relationship between the crack and the int
分析认为,采用中间支点升降法与调整混凝土板施工顺序相结合的施工方法,不仅可以避免负弯矩区混凝土裂纹,还可以合理调整钢梁和混凝土板的内力,并使端支点与中间支点反力更均匀,使组合梁桥的结构更加经济合理。
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