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diagonal crack in Chinese

Pronunciation:
How to pronounce "diagonal crack""diagonal crack" in a sentence"diagonal crack" meaning

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  • 對角裂縫

Examples

  • Experimental study on diagonal crack widths of reinforced concrete t - beams with high - strength stirrup
    形截面混凝土梁的斜裂縫寬度試驗(yàn)研究
  • The test result shows the deflection and diagonal crack of recycled aggregate concrete beams are bigger than natural aggregate concrete beams , the shear capacity of recycled concrete beams reduces with the increase of recycled coarse aggregate content , the shear capacity reduces with the increase of shear - span ratio
    試驗(yàn)結(jié)果表明：再生混凝土梁比普通混凝土梁變形和斜裂縫寬度稍大；隨著再生粗骨料取代率的增加，再生混凝土梁的抗剪承載力略有下降的趨勢；隨著剪跨比的增加，抗剪承載力減小。
  • From the point of the behavior of spandrel beam in the course of test , there are four clearly stages based on the three characteristic points : bending cracking of floor beams through the column , diagonal cracking of spandrel beams and / or bending cracking of floor beams above the spandrel beams ( including floor ) and bending yield of floor beams through the column . in the last stage , the torque of spandrel beams seems more like an equilibrium torque than a compatibility torque . the law of
    從邊主梁的受力看，以過柱子次梁的彎曲開裂、邊主梁的扭剪開裂以及梁上次梁（包括樓板）的彎曲開裂和過柱子次梁的彎曲屈服為受力特征點(diǎn)劃分為四個(gè)受力階段，其中邊主梁在過柱子次梁的彎曲屈服后的受扭則更多地具有平衡扭轉(zhuǎn)的性質(zhì)，而在這以前是協(xié)調(diào)扭轉(zhuǎn)。
  • As soon as the normal section cracks , the crack firstly appears in the flexural region . at this moment , the load - deflection curve has a turning point . with the increase of the load , the rigidity of the beam decreases compared with that before cracking because of the development of cracks in flexural region , and the formation and development of diagonal cracks toward the loading point , the load - deflection curve is basically linear till the beam fails
    正截面開裂前，荷載撓度曲線基本為線性，截面剛度較大；正截面開裂時(shí)，裂縫先在純彎段出現(xiàn)，荷載撓度曲線出現(xiàn)轉(zhuǎn)折點(diǎn)，隨著荷載的增加，純彎段正裂縫的發(fā)展以及剪跨段斜裂縫的產(chǎn)生并向梁的受壓區(qū)加荷點(diǎn)發(fā)展，使梁的剛度較截面開裂前減少，荷載撓度曲線也基本為線性直到梁破壞。
  • In this paper , a two - dimensional analysis of the tanjialiangzi bridge was first performed ; then a segment of the bridge was modeled and a three - dimensional analysis of it were carried out by employing the fem software of ansys ; after a careful analysis of the result of the calculations , the causes of the diagonal cracking in the web of the beam were given out ; and also , in the last part , common steps of damage evaluation of the long - span pc continuous bridges through fem software were summarized
    本文首先對譚家梁子大橋作平面計(jì)算分析；然后運(yùn)用ansys軟件建立該橋局部梁段的空間有限元模型，并在此基礎(chǔ)上進(jìn)行空間局部有限元分析；通過對計(jì)算結(jié)果的整理和分析，從設(shè)計(jì)方面探討了該橋腹板斜裂縫產(chǎn)生的原因：此后，針對病害成因，本文提出了裂縫修補(bǔ)和腹板加固的方法；最后總結(jié)了運(yùn)用有限元軟件分析同類橋梁病害的一般方法。

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