diagonal cracking中文什么意思

發(fā)音:

用"diagonal cracking"造句

對(duì)角裂縫

diagonal: adj. 1.對(duì)角線的。 2.斜的；斜紋的。 n. 1. ...
cracking: adj. 分裂的，分解的；〔美俚〕極快的，猛烈的。 cr ...
diagonal sidewall cracking: 胎側(cè)斜向裂縫
diagonal: adj. 1.對(duì)角線的。 2.斜的；斜紋的。 n. 1.【數(shù)學(xué)】對(duì)角線，對(duì)頂線。 2.斜紋布。 adv. -ly 斜，斜對(duì)。
on the diagonal: 側(cè)對(duì)步

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例句與用法

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(shì)；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(guò)柱子次梁的彎曲開(kāi)裂、邊主梁的扭剪開(kāi)裂以及梁上次梁（包括樓板）的彎曲開(kāi)裂和過(guò)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(guò)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(kāi)裂前，荷載撓度曲線基本為線性，截面剛度較大；正截面開(kāi)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(kāi)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(duì)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(guò)對(duì)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(duì)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(lèi)橋梁病害的一般方法。

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diagonal cracking中文什么意思

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