stress strain characteristics 中文意思是什麼

stress strain characteristics 解釋
應力應變特性
  • stress : n 1 壓力，壓迫，緊迫，緊張。2 【語音】重音；重讀；【詩】揚音；語勢，著重點。3 重要（性），重點，...
  • 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...
  • characteristics : 產品性能描述
  1. Having analyzed preliminarily formation mechanism of these common characteristics of anomaly, it concludes that : these are results, controlled by basically united tectonic stress field of large - range, caused by stress - strain accumulation and certain phase strong earthquakes, according to deformation difference brought about in tectonic position along the boundary zone and within second - order faults of active blocks resulted from unstable and inharmonious features for movement of block system at different levels and deformation of boundary

    分析這些異常共性特徵的形成機制，初步認為：是在基本統一的大區域構造應力場控制下，不同層次塊體系統運動及其邊界帶變形的非平穩、非協調性，在活動地塊邊界地帶和地塊內部次級斷裂構造部位產生變形差異而導致應力-應變積累、孕育強震到一定階段的結果。
  2. Sm scales the nonlinear variation of tangential modulus during monotonic loadings into a piecewise linear distribution, which can easily be modified to simulate specific characteristics of soil material behavior during cyclic loadings. sm can simulate dynamic stress - strain response of arbitrary cyclic loadings

    該模型將單調加載情況下呈非線性變化的切線模量量化成一種呈分段線性分佈的幾何結構，並通過對這種結構加以變換，來描述循環加載情況下材料的特性。
  3. Then, it presents two methods of the pull - out tests to the different stress - strain characteristics for the geofabric and the geogrid

    其次，針對土工布、土工格柵的不同拉伸變形性狀提出了兩種拉拔試驗方法，經試驗證明可行。
  4. A developed measuring system and test method of green sand properties are introduced. by means of measuring the standard molding sand specimens, the dynamic curves of stress - strain can be quickly and accurately plotted out and several parameters, which represent the characteristics of molding sand, can be tested during the process of compressive deformation. in this brand new method of property measurement two new concepts of viscoelastic parameter and plastic deformation threshold are put forward

    介紹了一種研製的型砂性能檢測系統與測試方法，通過對標準砂樣的測試，能迅速、準確地測得砂樣受載過程中的應力應變的動態關系曲線及反映型砂本質特徵的幾項性能參數，這是型砂性能檢測領域中的新探索，其中型砂粘彈性指標及塑性變形臨界值乃是型砂性能方面的新概念。
  5. However, as a newly introduced technology, the theory of this type of piles has not been fully developed. many of its important characteristics, such as the stress and strain characteristics, have not been determined, as well as the optimal distances between plates and piles

    但是它作為一種新的技術在理論研究上尚不夠成熟，對其受力特徵、沉降特性、破壞特性以及最佳盤間距、樁間距等還不能完全確定。
  6. And the variation characteristics of stress field, strain field and plastic failure zones in the surrounding rock mass of the underground cavities are summarized, which provides basic information and reference for the evaluation of underground cavities stability and project construction

    總結了地下洞室群圍巖應力、變形和破壞區的分佈特徵和變化規律，為洞室群穩定性評價和工程施工設計提供了基礎資料和參考依據。
  7. The stress - strain distributions and deformation characteristics of forming process are calculated and analyzed by the successive approximation numerical method based on the incremental strain theory

    基於增量理論的逐步逼近數值法，計算分析了成形過程應力應變分佈與變形特點。
  8. The mechanism of reinforcing steel bar under the press or pull is researched and the characteristics under the pull - press cyclic loading is studied in composite foundation. it shows that the stress concentrating on the reinforcing steel bar and the increasing stress can be seen with the increasing of cyclic times. residual strain always exists after unloading without considering the size of pullout force and increases slowly with the cyclic times

    探討了復合地基中抗拔鋼筋的受壓受拉機理及在拉壓循環荷載作用下的性狀，研究發現，隨拉壓循環次數的增加，應力向鋼筋集中，鋼筋承受的壓力隨著增大；無論上拔力大小，卸載后都有殘余變形，並隨著拉拔循環次數的增加而緩緩增加；抗拔碎石樁破壞性狀明顯，可明確的得到抗拔碎石樁的破壞荷載。
  9. Based on the direct tension test, the characteristics of tension stress - strain full curves of steel fiber reinforced self - stressing concrete were investigated

    摘要通過直接拉伸試驗研究了不同自應力等級下的鋼纖維自應力混凝土的受拉應力應變全曲線特徵。
  10. Considering the characteristics of internal force and structures of simply supported pc bridges, a novel automatically step - up method ( asum ), taking into account the influence of steel arrangement, steel ratio, stress losses of tendons and time - dependent concrete modulus, to analyze creep and shrinkage effects is presented. this method accepts all kinds of expressions of creep and shrinkage, and it is easy to calculate total stress, strain of concrete and steel and deflection of bridge at any time, the expected prediction accuracy will be obtained by further dividing the time - step within duration

    首先，針對預應力混凝土簡支梁橋的受力特徵和構造特點，提出了徐變效應分析的全量形式自動遞進法，可考慮截面上鋼筋位置、配筋率、預應力鋼筋鬆弛、混凝土彈性模量隨時間變化等影響，且計算式可適用於任何形式的收縮、徐變特性表達式；建立的公式可方便地求解任意時刻混凝土、鋼筋的應力與應變和跨中梁體的豎向變形，計算精度可方便地通過計算時段的細分來控制，直至給出滿意的結果。
  11. The ultimate carrying capacity, fracture process and stress - strain relationship on rock generic material are studied with dissipation structure theory in this paper, which shows the essence of mechanical characteristics on rock generic material can be studied deeply from the point of view of system and energy

    研究結果表明巖石類材料變形系統具有耗散結構的特性，巖石受力產生變形是非線性動力學過程，即系統內部各要素之間發生協調和相干效應，巖石承載力（強度）是外界做功功率和巖石自身耗散能率達到平衡的外在力學表現。
  12. The research indicate that the structured soft clay has below several characteristic, the viscous strain is produced during the stage of primary consolidation and of second consolidation, and in the prophase, the relation of stress - strain - strain rate is unique, so the form of constitutive model, such as, f ( v ', e ) = 0, f ( ' v, e, t ) = 0, ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects, in addition the time - dependent strain, apparent preconsolidation pressures that depend on strain rate, and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength, the mechanics characteristic is determined by the magnitude of stress, and the compression curve is composed of several sections. by combining structural yield stress and it ' s characteristics with the improved time line model, a new one - dimensional elastic visco - plastic consolidation model is established

    研究結果表明，結構性土的固結過程具有以下特性：主固結和次固結階段都包含有因土骨架的粘滯性移動而產生的變形，而且在正常固結階段，存在應力?應變?應變速率的唯一性， f （ _ v ， e ） = 0 、 f （ _ v ， e ， t ） = 0形式的本構關系不足以描述土骨架的變形行為；固結壓縮過程中的時間效應包括三個方面的內容，除了應力應變關系與時間相關外，還包括粘滯性變形引起表觀前期固結壓力增加和屈服應力的應變速率效應；軟土的結構性使其力學特性與應力水平相關，壓縮曲線具有分段性。
  13. From the point of kinematics and dynamics, the author analyses the propagation rules of stress waves in concrete, namely time - space relations, wave amplitude attenuation, dispersion effect and characteristics of transmission of reflected waves and acoustic waves. combining with engineering practices, the author also concluded the main points of low strain detection of integrity of longdiameter underwater cast - in - situ piles, and pointed out that comprehensive and relational utilization of reflected waves method and acoustic wave transmission method can accurately evaluated the integrity of pile shaft and then improve the reliability of detection. 6figs., 3refs

    從運動學和動力學角度，分析應力波在混凝土中的傳播規律：時空關系、波幅衰減、頻散作用以及反射波與聲波透射的特點，結合工程實踐，總結大直徑水下灌注樁低應變檢測的工作要點，指出綜合、合理運用反射波法與聲波透射法，可以較準確地評價樁身完整性，提高檢測結果的可靠性.圖6 ，參3
  14. Some useful results were found after those. firstly, the softening and dilatancy characteristics of qi loess stress - strain were found by means of conventional tri - axial tests

    通過研究，本文主要取得了如下一些有益的成果：首先，通過常規三軸試驗揭示了q1黃土的應力應變軟化和剪脹特性。
  15. As a functional material, tini shape memory alloy thin film has the characteristics of large stress, strain and high work density. it is a perfect micro - actuator candidate for the micro - electrical mechanical system ( mems )

    Tini形狀記憶合金薄膜被認為是目前微機械領域中較有發展前景的一種大應力、應變和高單位功密度的微驅動器材料，對它的研究和開發必將推動微電子機械繫統的發展，為人類探索和操作微觀世界提供一種有效的工具。
  16. 3. according to the theoretical analysis and the experimental study on the engineering characteristics of some kinds of typical materials, some achievements have been made as follows : deformed functions of the reinforced earth materials are established by the tests of loaded - unloaded stress - strain relations. iv i4 { ~ i ~ primary influence factors have been found out about frictional characteristics

    3 、通過對目前常用於實際工程中的幾種典型筋材的工程特性試驗和理論分析，獲得了具有重要實際工程意義的成果：進行了加?卸載多循環應力?應變關系試驗，建立了筋材在約束條件下的變形方程。
  17. Flexible cellular polymeric materials - determination of the physical properties - part 2 : hardness indentation technique and stress - strain characteristics in compression

    撓性多孔聚合材料.物理性能的測定.第2部分:壓縮硬度
  18. Firstly, the characteristics of soft soil especially of the seashore ' s was recommended and the ordinary methods of foundation treatment and new techniques was carefully researched, so the suitable methods of coastal soft soil " foundation treatment was chose, and the new technique of coastal soft soil ' s foundation treatment was developed and advanced, which applied to binhai road in shenzhen, the result is satisfied, furthermore we introduce in detail them and their construction method ; how to accurately predict the ultimate settlement by use of the inchoate data always is a puzzled problem in foundation treatment, and also a key problem in high grade road construction. secondly the stress - strain curve of the coastal soft soil, general regulation of settlement of which and estimate method of ultimate settlement was studied in this paper, then the best method of prediction the ultimate settlement of coastal soft soil foundation was chose

    本文首先闡述了軟土地基尤其是濱海軟土地基的特點，對目前常用的軟土地基處理方法以及新技術進行研究，從中比較、選擇適合濱海軟土地基處理的方法，並發展和提出了濱海軟土地基處理的新技術，經過在深圳濱海大道的實際應用，得到了令人滿意的結果，並對濱海軟土地基常用的處理方法及其施工工藝進行詳細地介紹；在軟土地基處理中，如何由早期實測資料更準確地推求最終沉降量一直是一個困擾人們的難題，也是高等級道路建設中急需解決的問題，本文深入地研究濱海軟土地基的應力?應變關系、路基沉降的一般規律以及最終沉降量的預估方法，比選出了濱海軟土路基最終沉降量的預估方法。
  19. In this paper the stress - strain and deformation characteristics of loess of the fifth tunnel of luohuiqu were analyzed by means of conventional tri - axial tests and the softening constitutive models were established. the models provide not only the basic and the necessary calculation conditions to analyze the mechanics response and construction optimization of simple shield tunnel method on the fifth tunnel of luohuiqu, but also a new method in researching the softening constitutive models of loess

    本文通過對洛惠渠五洞q _ 1黃土進行常規三軸試驗，分析和探討黃土變形強度特性，建立q1黃土的軟化本構模型，這不僅為洛惠渠五洞的簡易盾構法施工的力學響應分析及其施工優化提供了最基本，最需要的計算條件，而且為當前土力學研究的熱點? ?土的軟化本構模型拓展了新的思路。
  20. At the same time, the pur foam plastics has some brittle features and its stress - strain curve is obviously nonlinear characteristics when it is deformed

    在拉伸加載下泡沫塑料具有明顯的脆性變形特徵，其應力應變曲線存在明顯的非線性。
分享友人
分享到 Line

分享到臉書