unit strain 中文意思是什麼

unit strain 解釋
單位應變
  • unit : n 1 個體,一個,一人。2 (計值、組織、機構)單位;單元;小組,分部;【軍事】部隊;分隊。3 【機械...
  • strain : vt 1 用力拉,拉緊,抽緊,扯緊。2 使緊張;盡量使用(肌肉等)。3 強迫,強制;濫用,盡量利用。4 拉傷...
  1. The ratio of stress to strain, or the stress per unit strain, is called an elastic modulus of the material.

    應力與應變之比,即每單位應變的應力,叫做該材料的彈性模量。
  2. Many computational analysis of soil constitutive models appear to be irrational because of taking no account of or not thoughtfully considering the anisotropic deformation when they face the direct or indirect simulation of principal stress and principal strain relationship of load bearing unit

    諸多土體本構模型都會直接或間接面臨對受荷單元主應力主應變關系的模擬,但由於不考慮或考慮各向異性變形特性不周,對各向異性變形問題的計算分析就會出現不合理。
  3. Normal or linear strain is defined as the change in length per unit length.

    正改應變或線應變由每單位長度內的長度改變量來定義。
  4. As the main method of measurement in the tests, some strain measuring points are arranged on the reinforced steel bars of the anchor bearing body. the changes of strain with different loading levels at their locations have been measured, through which range of influence and distribution of strain with loading in grout can be investigated, and corresponding distributions of axial force and bond stress are calculated according to hooke ' s law. making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved

    試驗測試手段通過在錨索承載體上布設應變測點,觀測錨索在不同的荷載級別下的應變變化情況,對不同荷載級別下,單元錨索注漿體內應變的影響范圍及分佈規律展開分析,依據虎克定律計算出了其軸力與粘結應力的分佈;並對測試結果進行了擬合,得出了錨固段粘結應力分佈的擬合方程。
  5. A valid method to make the anisotropic deformation behavior of load bearing unit clear is to research principal stress and principal strain relationship, and true triaxial test is a necessary means

    弄清受荷單元的主應力主應變關系是認識各向異性變形性狀的有效方法,而真三軸試驗是必要的手段。
  6. Three different aspects of anisotropic deformation including lateral strain, relative proportional relation of lateral strain and strain in load direction, and train increment induced by unit stress increment in load direction will be delicately analyzed. the stress strain relationship in different principal stress load direction can be reflected in the anisotropy of tangent elastic ratio or strain increment in load direction induced by unit stress increment in load direction

    側向變形可以從側向應變、側向應變與加荷向應變之間的相對比例關系或側膨脹系數以及加荷向單位應力增量所引起的側向應變增量三個不同方面深入細致地分析研究;不同主應力加荷向的應力應變關系各向異性可以反映在切線彈模以及加荷向單位應力增量引起的加荷向應變增量的差異中。
  7. Compression dispersion - type anchor can be mainly classified into two categories, one of which is that, plastic coated strands in different length are respectively passed through their own bearing bodies and pre - bent as their midpoints to be t he shape of " u ", then forming several totally unbonded strand loops, i. e. unit anchor tendon. as the research object in this paper, study is performed on the anchor holding capacity, load - displacement behavior, displacement of the fixed anchor length, strain and bond stress distribution, and the removability of anchor tendon, furthermore, with the aid of analytical solution, the distribution of the bond stress is calculated and analyzed, based on the results of test and analytical solutions, design method is provided in this paper

    壓力分散型錨索主要有兩種結構型式,本文是以將不同長度的無粘結鋼絞線分別繞過不同的承載體彎曲成「 u 」形而組成各個單元錨索體這種型式為研究對象,對其承載力、荷載位移特性、錨固段位移特徵、應變與粘結應力分佈特徵以及錨索體的可回收性能展開研究,並藉助于理論分析研究其粘結應力分佈狀態,然後在此基礎上提出了壓力分散型錨索的設計計算方法。
  8. Article 22 an experimental animal that is imported from abroad as an element breed shall be accompanied by data duly signed by the person in charge of the feeding and breeding unit, concerning the names of the breed and the strain and the information concerning its heredity and the micro - organisms it carries

    第二十二條從國外進口作為原種的實驗動物,應附有飼育單位負責人簽發的品系和亞系名稱以及遺傳和微生物狀況等資料。
  9. Calculating adopts the way of finite unit spot parameter by using the character of dispersion. thus, it can get the similar answer of stress, stress strain and displacement. supervising uses strainmeters, non - stressmeters and tiltmeters, which are buried in the concrete wall to supervise the stress, tress strain, displacement during period of working and makes the forecast

    計算採用有限元法將混凝土防滲墻利用離散化變為有限單元節點參數,從而得到應力、應變、位移的近似解;監測採用應變計、無應力計及測斜儀現場埋設在砼墻體內對混凝土防滲墻在施工期及運行過程中進行監測其應力、應變、位移,從而作出預報。
  10. Enterprise knowledge management is a series of management strategies of using unit wisdom. it aims at improving strain capacity, innovation ability and core competitiveness, realizing knowledge capitalization, strengthening competitive edge of enterprise

    企業知識管理是運用集體智慧提高組織的應變和創新能力,實現知識的資本化,提高組織核心競爭力,增強企業競爭優勢的管理戰略。
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