tension failure 中文意思是什麼
tension failure
解釋
拉力破壞-
The failure criterions of principal stress, octahedral stress and strain space are established. ( 7 ) the biaxial compression - tension t
建立了主應力、大連理工人學博士學位論文一八面體應力和應變空間的混凝土破壞準則。 -
Measures in force per unit area [ i. e. pounds per square inch ( psi ) ] the ultimate stress that can be withstood by a material in tension prior to failure
在出現問題前材料單位面積所能承受的極限拉力，例如：磅每平方英寸（ psi ） 。 -
Failure modes of the tension piles are introduced first. based on the failure modes, the utmost bearing capacity calculations of single uniform - section pile are analysed and studied
首先介紹了抗拔樁的破壞模式，並在此基礎上分析研究了的等截面抗拔樁單樁極限承載力計算。 -
Abstract : based on the data obtained from field observations and deformation monitoring, this paper deals with the deformation and failure of a double - decked slope composed of soft rock strata in its lower part and hard - brittle rock strata in its upper part. it is demonstrated that the deformation of this kind of slopes is always initiated by the non - homogeneous rheological compression of the lower soft rock strata, leading to the tension fracture and toppling of the upper hard rock strata, and at last the sliding of the whole deformed body will be caused by the shear failure along the stress - concentration zone in the lower soft rock mass under the actions of the gravitational loading and infiltration water
文摘:以現場考察和變形監測資料為依據，探討一個下部有軟弱基座，上部為硬脆性坡體的「二元結構」邊坡的變形破壞問題，揭示這類邊坡的變形總是以下部軟弱巖體的不均勻壓縮流變為先導，進而引起上部硬脆性坡體的拉裂與傾倒，最終通過滲入水的作用，使下部承載狀況已進一步惡化了的軟弱巖體，沿剪應力集中帶發生剪切破壞而導致整個變形坡體的下滑。 -
Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g. kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory, the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced
利用g . kani提出的拱?齒理論中的無腹筋梁的拱齒破壞的分界點（也就是無腹筋粱的最小抗剪承載力點） ，再結合前述理論中所提出的梁剪壓破壞和斜拉破壞的分界點，提出了梁在延性的剪壓破壞范圍內的最小抗剪承載力，並與混凝土結構設計規范gb50010 - 2002比較，結果吻合較好。 -
Without the improvement of the farmers " livelihoods, new technologies cannot be adopted and hence be translated into productivity. tension exists between the macro - level intentions of the policy and micro - level situational realities that will ultimately result in the failure of the " strategy for invigorating the country through science, technology and education.
於是，在宏觀與微觀之間就形成一種沖突與緊張，不緩解這種沖突， 「科技興農」的宏觀戰略將難以企及，而要緩解這種沖突，就必須直面微觀上窮人的生計現實，並在政策設計上激勵「面向窮人的適用技術」的發展。 -
The results of analyzing the fatigue behavior of the specimens in direct tension test, cantilever beam bending test, three point bending test and wheel tracking test by apa show that the fatigue failure regularities of specimens in different tests are different
關于直接拉伸、懸臂梁彎曲、三點彎曲和往返輪載（ apa ）等疲勞試驗的試件所開展的疲勞損傷分析發現，試驗方法不同，其疲勞損傷破壞規律不同。 -
In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile
摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。 -
Analysis of rc beam failure in diagonal tension with meshless method
利用無網格方法分析斜拉破壞鋼筋混凝土梁 -
The main contents of the paper are : ( 1 ) review the state and art for fiber - wound vessel with metal inner lining ; ( 2 ) provide a method to present the technical features including wound process, equal stress dome and fiber gathering at the dome etc. ( 3 ) establish a finite element analysis model considering nonlinear physical and geometrical effects and develop a equivalent constitutive relation for winding graphite fiber reinforced plastic layers ; ( 4 ) set up a failure criterion for the inner metal lining and winding graphite fiber reinforced plastic layers ; ( 5 ) develop a corresponding engineering analysis code based on the commercial software ansys ; ( 6 ) investigate the plastic deformation and residual stress in the inner lining due to winding tension and pre - tension, and stress distribution of the composite vessel under service loading case
本文旨在為具有金屬內襯的纖維纏繞復合容器的參數設計提供分析模型、方法及工程軟體。論文主要內容是： （ 1 ）對復合容器分析國內外研究的概述； （ 2 ）復合容器的幾何表徵方法及工藝中若干力學問題； （ 3 ）復合容器結構分析的物理和幾何非線性有限元列式及其纖維層的等效本構關系； （ 4 ）復合容器的破壞類別； （ 5 ） ansys程序的二次開發； （ 6 ）典型復合容器的數值討論。本論文工作將對工程界復合容器設計和分析工作者具有參考價值。 -
If the gap between two branch members is great, the joint is treated as t - or y - joint. or else, the minimum of the results obtained by the formula based upon steel tube flange shear failure mode and effective width failure mode is adapted for the tension branch joints
給出了矩形鋼管混凝土k型節點的間隙判斷公式，間隙較大時按t 、 y型節點計算；間隙較小時受拉支管節點承載力按沖剪破壞和有效寬度破壞模式計算，取較小值。 -
If left untreated, it is associated with oxygen desaturation, hypercapnia, and hypopnea, which can lead to significant cardiovascular problems ( e. g., systemic and pulmonary hyper tension, cor pulmonale, and right ventricular failure )
如不治療，會並發血氧飽和度下降、高碳釀血癥和呼吸減慢，從而導致嚴重的心血管疾病（如系統性和肺動脈高壓、肺心病和右心室衰竭） 。 -
In cases of early failure of the driving belt, the most important thing is to pin down its reason in order to solve the problem. 1. invalidation of tension
當一條溝糟皮帶poly - v在一臺蛇形驅動裝置上斷裂時，它就相當於三條常見的v形帶同時斷裂。 -
The adopted failure criterion was a composite mohr - coulomb criterion with tension cut - off and the post - peak constitutive relation of rock was linear strain - softening
計算中採用了莫爾庫侖與拉破壞復合的破壞準則，峰后巖石本構關系為線性應變軟化。 -
In terms of strength and ductility, the concept of specified yield point is put forward. based on the principle that under the same condition ( that is, the size of cross section, material strength and reinforcement ratio are identical ), the resultant ultimate moment must be identical, the compression failure of frp reinforced concrete beam is equal to the tension failure for the viewpoint of design and calculation
從強度與延性兩方面的綜合考慮，提出了纖維增強塑料筋名義屈服點的概念，對發生受壓破壞的纖維增強塑料筋混凝土梁，按照同樣條件下（截面尺寸、材料強度、截面配筋率等均相同）截面承載力相等的原則等效轉化為受拉破壞進行設計與計算，以此確定纖維增強塑料筋的強度折減系數_ f 。 -
Based on the principles of anchor technology, the ability of anchors under common statistic tension, stress and moment is concluded and also deeply discussed in this paper are the failure models of anchors under tension and stress and the factors having effects on anchor bearing ability. besides, in this paper, conclusions on the relationship between these factors and the bearing ability of anchor or anchor group are drawn
本文從錨固技術的原理出發，綜述了錨栓在一般靜荷載拉力、剪力及彎矩作用下的工作特性，深入研究了錨栓在拉力和剪力作用下的破壞模式以及影響錨栓承載力的各種因素，並得出了這些影響因素與錨栓或錨栓組承載力之間的關系。 -
Making use of the " truss + arch " mechanical model, the range of the three shear failure models ( shear - compression failure, diagonal - tension failure and arch - rib failure ) is divided quantitatively, and the theoretical formula of shear resistance of beams and columns is educed
利用修正的桁架+拱抗剪力學模型，定量的劃分了樑柱構件受剪破壞三種狀態（剪壓破壞、斜拉破壞和斜壓破壞）的范圍，並由此推得樑柱構件抗剪的理論公式。 -
The influence of relative cover c / d on corrosion failure model and maximal principal tension stress, the position of rebar located, corrosion of adjacent rebar induced additional stress are considered in this model
模型中考慮相對保護層厚c d對銹脹破壞形態和鋼筋周圍混凝土最大主拉應力的影響，並且考慮了鋼筋位置不同以及相鄰鋼筋銹蝕產生附加應力的影響。
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