section crack的例句大全

Recycled concrete has no significant impact on cross-section crack bending moment.

再生混凝土对钢筋再生混凝土梁的正截面开裂弯矩无显著的影响。

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calculating method of normal section cracking-resistance moments for steel fiber reinforced concrete corbels

钢筋钢纤维混凝土牛腿正截面开裂弯矩的计算方法

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This text keeps the crack defect of tank floor plate simplification and turns into a few kinds comparatively suppleness analysis model in figure, namely the V shape section crack defect, rectangle section crack defect and combinational form section crack defect.

本文把储罐底板表面裂纹简化成形状相对简单的几种分析模型，即V形端面裂纹、矩形端面裂纹以及组合形端面裂纹。

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The result has shown that the fracture was caused by such surface defects as fold crack in section A at connecting rod small end.

结果表明，断裂由连杆小头A截面的表面缺陷（折叠裂纹等）引起。

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A three-section regular of the crack propagation was summarized according to test result. 3.

根据试验结果分析得到了裂纹扩展Paris区三分段规律。

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Temperature Control and Anti-crack Technique in the Construction of LOT II A of the Left Bank Plant Section of the Secondary Phase of the Three Gorges Project

三峡二期工程左岸厂房坝段ⅡA标段混凝土温控及防裂技术超长混凝土结构温度裂缝及控制技术

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Slope Stability Analysis and Countermeasures of Intake Diversion Tunnel at the Left Bank of Longtan Hydropower Station; Temperature Control and Anti-crack Technique in the Construction of LOT II A of the Left Bank Plant Section of the Secondary Phase of the Three Gorges Project

龙滩电站左岸导流洞进水口边坡稳定分析及防治对策三峡二期工程左岸厂房坝段ⅡA标段混凝土温控及防裂技术

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Research conclusions: ( 1) The horizontal crack on the web plate of longitudinal beam is caused by damage by hard matter and the bottom vertical crack on the web plate in end section of longitudinal beam is caused by fatigue.

研究结论（1）纵梁腹板水平裂纹系被硬物划伤所致，纵梁端截面处的腹板下部竖向裂纹是疲劳引起的。

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The area of inductile, namely crack-sensitive spot, is found by the curve of hot ductility temperature and cross section shrinkage ratio.

通过绘制变形温度与断面收缩率的关系曲线，找出了该钢的低塑性温度区，即裂纹敏感点。

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Based on the numerical results, a simple equation for predicting the residual ultimate strength of open-section box girders with crack damage under single load and combined loads is proposed. ( 7) The effect of crack and corrosion on longitudinal ultimate strength of container ship is analyzed.

基于数值分析结果，归纳出简化计算公式，预测含裂纹损伤的开口箱型梁在单一载荷或联合载荷作用下的剩余极限强度。（7）研究裂纹和腐蚀对集装箱船总纵极限强度的影响。

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Clear evidence of new surface faulting caused by the Gengma earthquake includes a series of relatively continuous north-northwest-trending linear ground crack zones and a 5 km long section of fault scarps.

耿马地震地表断裂活动的明显证据包括一系列北北西走向的地裂缝带和一段长约5km的地震断层陡坎。

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The analysis shows some fac-tors causing the center crack in the slab: serious deformation of roll-gap in the fan-shaped section may lead to bulge and center crack;

分析表明：板坯中心裂纹的形成主要是因为连铸机扇形段的辊子开口度变化严重，导致铸坯鼓肚，产生中心裂纹；

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Work on Expanding Rate of Fatigue Crack of Grey Cast Iron Bar Section Produced by Horizontal Continuous Casting

水平连铸灰铸铁型材疲劳裂纹扩展速率的研究

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According to the standard, the specimen with prefabricated fatigue crack has a standard 3 points bending shape that has a rectangular section of B × 2B ( B: specimen thickness) and notch orientation of thickness direction.

取尺寸为B（板厚）×2B、缺口方向为板厚方向、带预制疲劳裂纹的标准试样进行三点弯曲试验。

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one such crack formed on the net section at the pin hole, much like an eyebar failure.

形成在销钉孔净截面处的一条裂纹非常象眼杆破坏。2.One such failure that occurred in a Santa Fe bridge in Oklahoma was found to be caused by a forge lap in the eyebar head.俄克拉荷马州一座圣太菲桥产生的这种破坏是由于发生的眼杆头部的锻压折叠引起的。

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study on cracking-resistance load of diagonal section for steel fiber reinforced concrete corbels

钢筋钢纤维混凝土牛腿斜截面抗裂荷载的研究

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the influence of hot-pressing-bonding technique on b/ al composite strength was studied, and the microstructures in crack section of specimens as well as crack pathes were investigated.

研究了热压扩散结合工艺对B／Al复合材料的强度的影响，并对试样拉伸断口及断裂路径进行了研究。

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After cutting, shear section shall be checked for no lamination and shear crack.

切割后, 应检验切割部分有无夹层,切割裂纹.

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In the method, control equations for the crack resistance capacity of the normal section are established, thus the area of prestressed steel tension member may be calculated.

该方法首先建立了构件在正常使用极限状态下的抗裂性能控制方程，并以此求解预应力筋的面积；

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Taking the crack area, direction, space and density as the major influencing factors of the damage variable, we stack the damage contribution of groups of cracks on each section to describe the anisotropic damage approximatively.

以节理面面积、节理面方向、节理面间距及节理密度作为损伤变量的主要影响因素，将多组裂隙面在各截面上的损伤贡献进行叠加来近似描述多组裂隙面的各向异性损伤。

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