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TranslationMobile

線彈性理論

"linear" in Chinese : adj. 1.線的，直線的。 2.長(zhǎng)度的。 3.【數(shù)學(xué)】 ...
"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
"theory" in Chinese : n. 1.理論，學(xué)理，原理。 2.學(xué)說(shuō)，論說(shuō) (opp. ...
"linear elastic" in Chinese : 線彈性的
"elastic theory" in Chinese : 彈性理論; 彈性原理
"linear theory" in Chinese : 線性理論
"elastic linear contact seal" in Chinese : 彈性線接觸密封
"linear elastic analysis" in Chinese : 線彈性分析
"linear elastic continuum model" in Chinese : 線彈性連續(xù)介質(zhì)模型
"linear elastic fracture mechanics" in Chinese : 線彈性動(dòng)力學(xué); 線彈性斷裂力學(xué)
"linear-elastic material" in Chinese : 線彈性材料
"non-linear elastic relation" in Chinese : 非線性彈性關(guān)系式
"complete elastic theory solution" in Chinese : 全彈性理論解
"elastic arch theory" in Chinese : 彈性拱理論
"elastic dislocation theory" in Chinese : 彈性位錯(cuò)理論

Examples

In response to the limitation of conventional index for stability and optimal design of underground rockmass engineering with high geostress and the drawbacks of conventional energy release rate ( err ) rockburst index based on linear elastic theory without brittle failure phenomenon , local energy release rate ( lerr ) , a new rockburst index is proposed
摘要針對(duì)地下工程穩(wěn)定性分析與優(yōu)化的常規(guī)指標(biāo)在高地應(yīng)力條件下的局限性及傳統(tǒng)的能量釋放率巖爆指標(biāo)把巖體看成不發(fā)生脆性破壞線彈性體的不足，提出局部能量釋放率新指標(biāo)。
In the scope of linear elastic theory , the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory . the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate . and , the fundamental assumption of generalized beam theory ( gbt ) is surveyed
本文在線彈性的范圍內(nèi)從薄板彎曲理論出發(fā)，討論了薄壁桿件理論與實(shí)體梁理論在基本假定上的一致性，并從薄板荷載橫向分布形式的角度分析了符拉索夫薄壁構(gòu)件理論的局限性，對(duì)考慮截面畸變的梁理論? ?廣義梁理論( gbt )的基本假定進(jìn)行了探討。
Thirdly writer , using linear elastic theory and finite element program ( ansys ) , analyzed expanding bolt pullout test . fifthly , writer using the modified mohr - coulomb failure theory , on the base of curving failure surface , derived a theoretical formula between pullout force and compressive strength . then the thesis compared the formula with the strength - detecting formula of expanding bolt pullout method
本文采用ansys有限元程序?qū)γ浰ò纬龇ㄔ囼?yàn)過(guò)程進(jìn)行彈性理論分析；以修正的摩爾-庫(kù)侖破壞準(zhǔn)則，在擬合實(shí)際破壞面的基礎(chǔ)上推導(dǎo)出極限狀態(tài)下脹栓拔出法的混凝土拔出力與混凝土抗壓強(qiáng)度的理論公式，并把該公式與脹栓拔出法測(cè)強(qiáng)公式進(jìn)行了比較。