tension-torsion 中文意思是什麼
tension-torsion
解釋
拉、扭剪-
The plating in ships is generally subjected to combined in - plane and lateral pressure loads. in - plane loads include biaxial compression / tension and in - plane bending and edge shear, which are mainly induced by overall hull girder bending and / or torsion of the vessel. lateral pressure loads are due to water pressure and cargo
面內載荷分為軸向壓應力或拉應力、邊緣剪切應力以及面內軸向彎曲應力。實際的船舶結構中面內載荷通常由船體梁的總縱彎曲或者船體梁的扭轉引起。側向壓應力則由水壓力和貨物壓力引起。 -
This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure
本文以軍用機場地面單機掩蔽庫工程建設為工程背景，首次對內襯三維波紋鋼板混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的情況，忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用，首次推導出了內襯三維波紋鋼板混凝土殼體的微分平衡方程，建立了有限元計算模型，並採用三角函數法，求解了三維波紋鋼板混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應，並與普通殼體進行了比較。 -
There were obvious yield point jog both when the a3 steel specimen are under monotonic tension and pure torsion, this illustrates that there are obvious physical yield procedure in these process
A3鋼試件在單一拉伸和純扭轉時都有明顯的屈服平臺，這說明a3鋼試件在單一拉伸和純扭轉時都有明顯的物理屈服過程。 -
As a result of growing need, in 1999, the research on capabilities of the centrifugal concrete filled thin - walled steel tubular under tension and torsion was started by zhe jiang electric power design institute and the civil engineering department of zhe jiang university
針對這種情況，本文進行了一系列的試驗及理論研究。 1999年浙江省電力設計院結合500kv杭東變電所工程與浙江大學結構工程研究所合作開展了「離心鋼管砼結構抗扭性能的試驗研究」 。 -
The equivalent effective stress - strain curve of pure torsion was five - six times longer than that of tension experiment
由純扭轉實驗得到的等效應力應變曲線較拉伸實驗延長5 - 6倍。 -
The mechanical behaviour of a3 steel specimen under monotonic tension, pure torsion, torsion - tension, tension - torsion, torsion - tension - tension, tension - torsion - tension were studied by standard cylinder specimen in this paper
本文研究了a3鋼試件在單一拉伸、純扭轉時的力學性能；在拉伸-扭轉、扭轉-拉伸時的力學性能；在扭轉-拉伸-拉伸、拉伸-扭轉-拉伸時的力學性能。 -
When we draw the stress - strain relation of monotonic tension and pure torsion at the same co - ordinate namely equivalent effective stress and equivalent effective strain co - ordinate, it is obviously that the equivalent effective stress - strain curve of monotonic tension and pure torsion are basicly superposition while the equivalent effective strain is smaller. but equivalent effective stress level of monotonic tension was higher a little than that of pure torsion
把a3鋼試件單一拉伸和純扭轉時應力應變關系繪于同一個坐標中即等效應力和等效應變坐標中，可以看出當等效應變較小時拉伸實驗得到的等效應力應變曲線與純扭轉實驗得到的等效應力應變曲線基本重合。但單一拉伸較純扭轉得到的等效應力要略高一些。 -
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鋼試件在預扭轉后，后繼拉伸屈服極限和強度極限均有很大提高，但強度極限的增大趨勢到預扭轉量為17為止，預扭轉量大於17 （預應變值為總應變的81 . 19 ）后強度極限迅速下降，與其屈服極限接近，這說明a3鋼試件經預扭轉強化后逐漸由塑性轉化為脆性。該預應變值為a3鋼試件的韌脆轉變點。 a3鋼試件在拉伸-扭轉作用下，屈服極限有很大提高，但強度極限沒有多大改變，而且，屈服極限的增大趨勢到預拉伸量為0 . 25應變（預應變量為總應變量的66 . 93 ）后就不再增加。 -
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看，對于強度極限的提高，扭轉-拉伸和拉伸-扭轉-拉伸的強化效果相近，只是拉伸-扭轉-拉伸所需的預應變量要大一些；而對于屈服極限的提高，扭轉-拉伸-拉伸作用下的強化效果最佳。 -
The rigidity and strength performance such as tension bend, torsion of composite laminated plates are calculated by use of classical lamination theory, and then analyses the experiment methods for rigidity and strength of laminate in detail, the comparison of theoretical analysis and experimental result shows good consistent, which indicate that the theoretical analysis and experimental method presented there is applicable for design and manufacture of military medical shelter laminate. in addition, theoretical analysis is taken for heat preservation and insulation performance of the laminate material by use of stable plate heat conduction method
採用經典迭層理論，計算了軍用醫療方艙復合夾層大板材料的拉伸、彎曲及扭轉等剛強度性能，由此深入研究了夾層大板材料彎曲剛強度性能試驗方法，對理論分析進行了試驗驗證，結果表明該課題提出的理論分析和試驗方法適于軍用醫療方艙鋁塑復合夾層大板力學分析，對軍用醫療方艙鋁-聚氨酯-鋁復合夾層大板的力學結構設計和製造具有重要的應用價值。 -
Consider the total plasticity of these several kinds of prestrain a3 steel specimen. the total plasticity of tension - torsion - tension action was higher than that of torsion - tension and torsion - tension - tension action. but the max. values of their total plasticity were all greater than those of any single destructional form
考慮幾種預應變下的a3鋼試件的總塑性，拉伸-扭轉-拉伸作用下的總塑性比扭轉-拉伸和扭轉-拉伸-拉伸作用下的總塑性有明顯的提高。但它們的總塑性的最大值都大於單一破壞形式下的總塑性。 -
Experimental study on the multiaxial fatigue behavior of filament - wound glass - fibre / epoxy composite tubes under biaxial tension / torsion loading was presented, and a lot of meaningful experimental data were obtained
摘要採用纏繞成型的玻璃纖維增強聚合物基復合材料管型試樣，對復合材料在拉扭雙軸載荷作用下的多軸疲勞行為進行了實驗研究。 -
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-拉伸作用下的力學性能與單一拉伸相比，試件的屈服極限和強度極限都有很大提高。屈服極限提高幅度最高可達109 . 36 ，強度極限提高幅度最高可達56 . 26 。 -
By the experiment of tension and torsion test of thin walled tube on mts, the experimental strain increment was obtained and compared with theoretical strain increment which obtained by simulation with m value 2 and the identified m value. the results of comparison validated the correctness of identified m and deformation control method using the identified m
本文在mts實驗機上進行了薄壁管拉扭實驗，首先進行了識別材料物性參數m值的實驗，通過實驗中各階段的實際應變增量值與m值識別前後計算所得理論應變增量值的比較，驗證了識別所得m值的正確性以及根據識別所得m值進行應變控制可行性。 -
It is not yet very known especially of the mechanical behaviour after secondary hardening such as torsion - tension - tension and tension - torsion - tension
特別是在扭轉-拉伸-拉伸和拉伸-扭轉-拉伸等二次硬化后的a3鋼的力學性能還不甚了解。 -
From several strain measurements of members, such as a tension plate with only a hole, or double troughs and a torsion shaft with a hole, the method is effective
該文對帶孔或槽的拉伸試件和帶孔的圓軸試件應變測量數據進行了分析計算，結果表明這是一種較實用的方法。 -
Using newly developed filament - wound composite tubular specimens, the tension - torsion biaxial loading fatigue tests were performed
同時設計出一種纏繞復合材料管狀試樣，進行了拉扭雙軸疲勞實驗研究。 -
Furthermore by the experiment of tension and torsion test of thin walled tube on mts equipment, the experimental strain path was obtained and compared with target strain path. the results of comparison validated the correctness of the approach of controlling deformation path
其次，在正確識別材料物性參數m值的基礎上進行了應變路徑控制實驗，通過實驗過程中的實際應變路徑與想要得到的目標應變路徑的比較，驗證了在正確識別材料物性參數前提下，基於數值模擬和神經網路的應變路徑控制方法的正確性。 -
On a general fracture criterion for brittle materials under combined tension torsion
扭復合應力下脆性材料斷裂的一般準則 -
The relationship between the cyclic stress response of tension and torsion and the cycle number were measured and studied subjected to proportional and non - proportional loadings
分別測試和研究比例與非比例拉扭加載下拉與扭的應力響應值隨循環數的變化關系。
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