裂缝间距的英文

• fracture interval
• split spacing

• "裂缝"英文翻译    rent; rip; hiatus; tear; rif ...
• "间距"英文翻译    interval; separation; spacin ...
• "裂缝间断" 英文翻译 :    hiatus
• "缝间距离" 英文翻译 :    ss
• "焊缝间距" 英文翻译 :    pitch of weld; pitchofweld; weld spacing
• "接缝间距" 英文翻译 :    spacing of joins; spacing of joints
• "断续焊缝间距" 英文翻译 :    space of intermittent weld
• "焊接间距焊缝间距" 英文翻译 :    weld acing; weld spacing
• "山峡山凹裂缝间隙" 英文翻译 :    gap
• "缝间骨" 英文翻译 :    epactal bones; epactal ossicles; intercalcar ossicles; ossa wormian; wormian bones
• "缝间水" 英文翻译 :    interstitial water
• "裂缝" 英文翻译 :    1.(裂开的缝儿) rent; rip; hiatus; tear; rift; crevice; crack; fissure 岩石的裂缝 crevices in a rock; 弥合裂缝 span a rift; 地上的裂缝 a fissure in the ground2.[地质学] fracture; rupture
• "间距" 英文翻译 :    interval; separation; spacing; espacement; space; spacing; space length; range; unpack; step 一英里的间距 the space of a mile; 在设计房屋时, 两座房子之间要留出10码至20码的间距。 in designing the houses, space out them from 10 to 20 yards apart.; 间距调节 variable-spacing adjustment (播种的) ; 间距调节杆 spacing lever (中耕机锄铲的)
• "对缝间隙" 英文翻译 :    gaclearance
• "固有缝间骨" 英文翻译 :    proper epactal bone
• "焊缝间隔" 英文翻译 :    weld interval; weldinterval
• "接缝间隙" 英文翻译 :    joint gap
• "拼缝间隙" 英文翻译 :    gap joint
• "钎缝间缝" 英文翻译 :    joint gap joint clearance
• "钎缝间隙" 英文翻译 :    joint clearance; joint gap
• "沃姆缝间骨" 英文翻译 :    wormian ossicles
• "管子割缝间隙" 英文翻译 :    pipe opening
• "多余的, 额外的, 缝间骨" 英文翻译 :    epactal
• "矢状缝间骨性结合" 英文翻译 :    sagittal synostosis
• "鞍裂缝" 英文翻译 :    saddle fissure

• The formula in code can be used to estimate the width , space between cracks and the deflection
  并对裂缝间距、裂缝宽度进行了统计分析,结果表明,裂缝间距、裂缝宽度的分布符合正态分布。
• It is shown that the proposed model can not only take the ratio of reinforcement , the material properties of reinforcement and concrete and the crack spacing into account , but also be easily incorporated in finite element programs
  该模型不仅有效地反映了配筋率、裂缝间距以及钢筋和混凝土材料特性等因素对钢筋混凝土开裂后性能的影响，并且很容易在现有的有限元程序中实现。
• ( 3 ) to discuss thereasonable section shape of the continuous composite beam . the works of this paperare as follows : ( 1 ) contrast the cracking course of the concrete beam and the composite beam , atthe point of the bending state of the beams , put forward the crack width mode : bending curvature 、 crack height 、 the distance between crack
  据此,本文的主要研究成果如下: ( 1 )通过分析、对比普通混凝土梁和组合梁负弯矩区裂缝出现、发展过程,以构件受弯状态为出发点,提出了以弯曲曲率、裂缝高度、裂缝间距为主要参数的裂缝宽度计算模式。
• 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。
• ( 2 ) base on the crack width mode , separately establish formula of the bendingcurvature 、 crack height 、 the distance between crack , and compost the formula of thecrack width . and put the experiment data of others literature into the formula , thecalculated result also show good agreement with the experiment data
  ( 2 )在上述模式的基础上,分别建立使用荷载下曲率计算、裂缝高度取值及裂缝间距计算的公式,由此形成最终裂缝宽度计算公式,该公式概念清楚、计算简单,并引用其他文献的试验数据代入公式,计算结果与试验数据吻合较好。
• Finally , the crack width computation is discussed . as the crack model ca n ' t calculate the crack width alone , this paper adopts the method of combining the crack model and the experiential formula of space between crack . considering the uniformity factor is ignored in the experiential formula of space between crack , the formula of space between crack is modified so that it is fit for the real case
  基于等效弥漫裂缝模型计算裂缝宽度有很大的局限性，本文采用了有限元法和经验公式相结合的方法来计算裂缝宽度值，考虑到所引用的裂缝间距经验公式忽视了钢筋布置的不均匀性这一重要影响因素，本文对引用的裂缝间距经验公式进行了修正，使之更符合实际情况。
• The test results indicated that : crack similitude of reinforced concrete simple beams is not equal to model scale under the working load ; when the amount and surface shape of reinforcing bar are same , the similitude of crack width , crack amount and crack spacing of reinforced concrete simple beams of different scales are all nearly equal to the square root of model scale ; when the amount and surface shape of reinforcing bar are different , the similitude of crack amount and crack spacing are still nearly equal to , whereas the crack width is not only approximately proportional to , but the influence of the amount and surface shape of reinforcing bar on crack width should be considered also at the same time
  试验结果表明：在使用荷载下，钢筋混凝土简支梁的裂缝相似率并不等于几何相似比；当钢筋根数及形式相同时，不同模型比尺下的钢筋混凝土简支梁的裂缝宽度、裂缝条数及裂缝间距的相似率，均约等于模型几何相似比的平方根；当钢筋根数及形式不同时，裂缝条数及裂缝间距的相似率仍然约等于，而裂缝宽度的相似率近似与成正比，但应同时考虑钢筋根数与钢筋表面形状对裂缝宽度相似率的影响。
• The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars , vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored , so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering
  研究表明：本文研究的梁、板构件的延性比远大于5 ；增加箍筋(钩筋、分布筋)含量，可以提高压区混凝土剥落时的挠度；在适当的受压筋、箍筋(钩筋、分布筋)含量下，可以忽略压区混凝土剥落瞬间的承载力下降，从而大大提高构件的延性；受弯构件的宽高比对压区混凝土极限应变的影响不明显；受弯构件的裂缝间距受箍筋(钩筋、分布筋)的布置影响；文中所用的承载力和变形计算方法是可行的。化爆试验表明，高强混凝土构件的动载抗弯性能能够满足防护结构的要求。

• 裂缝间距的日语：ひび割れ間隔 ひびわれかんかく