yield limit造句
例句與造句
- In two and three dimensions the yield limit is reached when a certain function of all the stress components reaches a fixed value .
在二維或三維的情況下，當(dāng)所有應(yīng)力分量的某個(gè)函數(shù)達(dá)到某一固定值時(shí)可達(dá)到屈服極限。 - Result of screenhouse pot experiment indicated that the most important yield limiting factor in the two soils was phosphate
網(wǎng)室盆栽試驗(yàn)結(jié)果表明兩種土壤中最重要的產(chǎn)量限制因素為磷。 - Greenhouse experiment verified that n , p , k , s and probably zn , were the yield limiting factors in the soil
溫室盆栽試驗(yàn)證實(shí)氮、磷、鉀和硫是該土壤的產(chǎn)量限制因子，鋅也在一定程度上限制產(chǎn)量。 - Result from greenhouse indicated that n , p , k and s were found to be yield limiting factors , and zn was also limiting yield at some extent ( see of results and discussion )
溫室試驗(yàn)結(jié)果表明該土壤氮、磷、鉀和硫是產(chǎn)量限制因素，在某種程度上鋅也可能是限制因素（見結(jié)果和討論） 。 - Although the difference between the yields in - zn treatment and opt was not significant , the tendency was clear that zn might become a yield limiting factor for a high yield production in the field
盡管不施鋅處理和最佳處理的干物重沒(méi)有顯著差異，但鋅在田間高產(chǎn)情況下很可能是產(chǎn)量限制因素之一。 - It's difficult to find yield limit in a sentence. 用yield limit造句挺難的
- As an important research field in agriculture , multi - functional fertilizer which combines nutrition and some other yield limiting factors , is according with the view point of sustainable development in china
摘要從現(xiàn)代農(nóng)業(yè)和生物學(xué)的角度，將營(yíng)養(yǎng)物質(zhì)與其他限制作物高產(chǎn)的因素相結(jié)合的多功能肥料，符合我國(guó)農(nóng)業(yè)可持續(xù)發(fā)展的需要，是農(nóng)業(yè)發(fā)展的重要領(lǐng)域。 - The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress . inner stress of secondary beam was over ultimate strength , and deforming is ultra big . so it was unfit for produce and secondary beam must be changed
再現(xiàn)分析得出的主要結(jié)論為：橋架的主梁上蓋板主焊縫的最大應(yīng)力超過(guò)了許用應(yīng)力，但小于屈服極限，可以繼續(xù)投入使用；副梁內(nèi)部的應(yīng)力遠(yuǎn)遠(yuǎn)超過(guò)了強(qiáng)度極限，變形特別嚴(yán)重，不能滿足生產(chǎn)要求，因此更換新的副梁；端梁內(nèi)部的應(yīng)力超過(guò)了屈服極限，小于強(qiáng)度極限，在應(yīng)力較大的位置焊接補(bǔ)強(qiáng)板；投入使用后，要對(duì)整個(gè)橋架進(jìn)行定期檢查。 - Comparing with these several strengthen formal , towards strength limit ' s improvement , the effect of torsion - tension and tension - torsion - tension was close ; simply tension - torsion - tension required a little larger prestrain quantity . whereas , towards yield limit " s improvement , the effect of torsion - tension - tension action ' s strengthen was the best
從幾種硬化形式的比較來(lái)看，對(duì)于強(qiáng)度極限的提高，扭轉(zhuǎn)-拉伸和拉伸-扭轉(zhuǎn)-拉伸的強(qiáng)化效果相近，只是拉伸-扭轉(zhuǎn)-拉伸所需的預(yù)應(yīng)變量要大一些；而對(duì)于屈服極限的提高，扭轉(zhuǎn)-拉伸-拉伸作用下的強(qiáng)化效果最佳。 - When the a3 steel specimen was operated by tension - torsion - tension action , both the yield limit and strength limit had very large improved compared with that of monotonic tension . the improve scope of the yield limit could be 109 . 36 % , the strength limit could be 56 . 26 % . the yield limit value reached the max
A3鋼試件在拉伸-扭轉(zhuǎn)-拉伸作用下的力學(xué)性能與單一拉伸相比，試件的屈服極限和強(qiáng)度極限都有很大提高。屈服極限提高幅度最高可達(dá)109 . 36 ，強(qiáng)度極限提高幅度最高可達(dá)56 . 26 。 - After pretorsion the successor tensile yield limit and strength limit both improved very highly , but the trend of the increase of the strength limit was suspended till the pretorsional capacity reached 17 , when the pretorsional capacity was greater than17 ( prestrain value was 81 . 19 % of total strain ) , the successor strength limit rapid failed and approached the yield limit . this illustrate the a3 steel specimen translate from plasticity into friability after pretorsion strengthen . when the specimen was operated by tension - torsion action , the yield limit had very large improved , but the strength limit changed very little . furthermore , the trend of the increase of the strength limit was suspended till the pretension capacity reached 0 . 25 ( prestrain value was 66 . 93 % of total strain )
A3鋼試件在預(yù)扭轉(zhuǎn)后，后繼拉伸屈服極限和強(qiáng)度極限均有很大提高，但強(qiáng)度極限的增大趨勢(shì)到預(yù)扭轉(zhuǎn)量為17為止，預(yù)扭轉(zhuǎn)量大于17 (預(yù)應(yīng)變值為總應(yīng)變的81 . 19 )后強(qiáng)度極限迅速下降，與其屈服極限接近，這說(shuō)明a3鋼試件經(jīng)預(yù)扭轉(zhuǎn)強(qiáng)化后逐漸由塑性轉(zhuǎn)化為脆性。該預(yù)應(yīng)變值為a3鋼試件的韌脆轉(zhuǎn)變點(diǎn)。 a3鋼試件在拉伸-扭轉(zhuǎn)作用下，屈服極限有很大提高，但強(qiáng)度極限沒(méi)有多大改變，而且，屈服極限的增大趨勢(shì)到預(yù)拉伸量為0 . 25應(yīng)變(預(yù)應(yīng)變量為總應(yīng)變量的66 . 93 )后就不再增加。