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TranslationMobile

彈性區(qū)

"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
"zone" in Chinese : n. 1.【地理】(地)帶。 2.區(qū)域，范圍，界。 3. ...
"elastic compression zone" in Chinese : 冷軋彈性壓縮區(qū)
"elastic recovery zone" in Chinese : 冷軋彈性回復(fù)區(qū)
"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的。 3.機(jī)變的，輕快 ...
"t zone" in Chinese : 移行區(qū)
"the zone" in Chinese : 危險地帶
"zone" in Chinese : n. 1.【地理】(地)帶。 2.區(qū)域，范圍，界。 3.〔古、詩〕(腰)帶。 ...
"elastic elastic cartilage" in Chinese : 彈性纖維軟骨
"collision, elastic" in Chinese : 彈性碰撞
"completely elastic" in Chinese : 離想彈性的; 完善彈性的
"constant, elastic" in Chinese : 彈性常數(shù)
"elastic absorption" in Chinese : 彈性吸收
"elastic abutment" in Chinese : 彈性供座; 彈性拱座
"elastic aftereffect" in Chinese : 彈性后效

Examples

In numerical simulation , the elastic zone is only considered and the effect of blasting waves on the rock medium , after attenuating through crushing zone and ruptured zone , becomes an input load
數(shù)值模擬僅考慮彈性區(qū)域，爆炸波對巖石介質(zhì)的作用經(jīng)粉碎區(qū)、破裂區(qū)衰減后成為輸入荷載。
In the calculations of ultimate bearing capacity , the section of rc beam was divided into the elastic zone and the plastic zone based on the fire temperature field of the beam ' s section , the equivalent - floor - live - load was presented to describe the weakening of the bearing capacity of structure members in fire , the correlation expressions were established
摘要根據(jù)梁截面火災(zāi)溫度場，將梁截面混凝土分為彈性區(qū)和塑性區(qū)2部分計算火災(zāi)場梁極限承載力，并采用等效樓面活荷載描述火災(zāi)場高溫對梁極限承載力的削弱，推導(dǎo)了相關(guān)的計算公式。
The process of penetration is regarded as expansion of cylindrical cavity in infinite soil mass . combining with the knowledge of elastic mechanics and plastic mechanics , we may make analysis for soil around pile . and we may deduce the cylindrical cavity pressure , radius of plastic zone , radical displacement in elastic zone , and excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile
本文闡述了樁土共同作用理論原理，對坑式靜壓樁的樁周土體作彈塑性分析，把壓樁過程中樁周土體的本構(gòu)關(guān)系看作是水平面的平面應(yīng)變小孔擴(kuò)張問題，利用小孔擴(kuò)張原理，結(jié)合彈性力學(xué)以及塑性力學(xué)的知識，對壓樁后土體的性狀進(jìn)行分析，得出樁對土的擠擴(kuò)作用力、樁周土體塑性半徑、彈性區(qū)的位移，以及樁端球形孔擴(kuò)張的擴(kuò)張力。
Elastic - plastic analysis for soil around anchor jacked pile in this paper , the course of penetration is regarded as expansion of cylindrical cavity in infinite soil mass . combining with the knowledge of elastic mechanics and plastic mechanics , we can make analysis for soil around pile . finally , we can educe the cylindrical cavity pressure , radius of plastic zone , radical displacement in elastic zone , excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile
錨桿靜壓樁樁周土體的彈塑性分析該部分是文章的主要工作所在，本文把壓樁過程樁周土體的本構(gòu)關(guān)系看作是水平面的平面應(yīng)變小孔擴(kuò)張問題，利用小孔擴(kuò)張原理，結(jié)合彈性力學(xué)以及塑性力學(xué)的知識，對壓樁后土體的性狀作出分析，得出樁對土的擠擴(kuò)作用力、樁周土體塑性半徑、彈性區(qū)的位移，壓樁完成瞬時樁周土體彈性區(qū)和塑性區(qū)的超孔隙水壓力以及樁端球形孔擴(kuò)張的擴(kuò)張力。
The width of stacking fault increased as partial dislocations move forward . in the fracture of 18 - 8 stainless steel , many dislocations were emitted from the crack tip during the early stage of crack propagation and moved forward , and then a dfz was formed between the crack tip and the pile - up dislocations . the dfz is an elastic zone
不銹鋼斷裂時，裂尖首先發(fā)射位錯，并離開裂尖向前運(yùn)動，裂尖前方留下無位錯區(qū)，位錯反塞積在無位錯區(qū)的端部，無位錯區(qū)是應(yīng)變很高的異常彈性區(qū)，隨著裂紋的擴(kuò)展，無位錯區(qū)逐漸發(fā)生晶體碎化和轉(zhuǎn)動。