anchorage test 中文意思是什麼

anchorage test 解釋
錨地抓力試驗
  • anchorage : n. 安克雷奇〈美國阿拉斯加州港市〉。n. 1. 拋錨；停泊。2. 拋錨地。3. 停泊稅。4. 〈比喻〉寄託。
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  1. Test method and inspect rules of prestressing strand anchorage and coupler for highway bridge

    公路橋梁預應力鋼鉸線用ym錨具連接器試驗方法及檢驗規則
  2. In this paper, on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international, embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper, the experimental results of 32 pulling resistance test ( meiya z3530 ) are given, considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on, and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth

    本文在綜合國內外化學膠植筋技術的工程實踐和研究成果的基礎上，對化學植筋的粘結錨固性能作了較深入的試驗研究和理論分析。文中通過32個化學膠（美亞z3530 ）植筋試件的拉拔試驗研究，考慮混凝土強度、錨固長度、鋼筋植筋、鉆孔孔徑、保護層厚度、箍筋配製情況及施工質量等因素對植筋粘結性能的影響，特別是植筋的施工質量對粘結性能的影響是比較容易被忽視的因素，對化學植筋的粘結錨固機理、破壞形態、承載力及滑移性能作了比較深入的剖析。
  3. Fatigue test of tensile anchor plates in cable - beam anchorage zones for zhanjiang gulf bridge

    湛江海灣大橋錨拉板式索梁錨固區疲勞試驗
  4. Test method for anchorage of permanent metal railing systems and rails for buildings

    建築物護欄和永久金屬護欄系統用錨固裝置的試驗方法
  5. Firstly, the domestic researches, which have been reported, are introduced. then the characteristic of the system in estimation of prestressing losses is analyzed by theoretical method, and the reasons that the elimination of tendon is large and test results are not consistent are pointed. using fem software ansys, anchorage zone of pylon are analyzed

    論文首先介紹了國內現階段對該問題的一些研究成果，然後從理論上分析了小半徑大噸位環向預應力體系在計算預應力損失方面的特點和造成張拉伸長量偏大且實測的數據離散性較大的原因，並採用國際權威的有限元分析軟體? ? ansys從理論上進行分析和索塔錨固區最不利節段的足尺寸模型試驗進行校驗。
  6. Because of the former anchorage systems designed according to matching 1860mpa strength strands in the beginning of 90 ", they can not be suitable any more for the super strength strands with 2000mpa. therefore, some accidents occurred such as strands sliding and broken when tensioning. in addition, the advantages of the new materials as their high mechanics performance are not be used completely as the prestressing structures was designed as per the 1860mpa strands, which will result in the waste of materials, in view of the above - mentioned facts, by means of analyzing the development of anchorage systems home and abroad, in connection with the characteristics of the super strength strands ( 2000mpa ), this topic made a research on hvm15 anchorages by theoretical calculation and finite element analysis, and also on the manufacturing process and test

    隨著預應力技術的發展和冶金工業冶煉技術的不斷進步，預應力鋼絞線的強度不斷提高，由原來1470mpa提高到1860mpa ， 90年代末期已出現了2000mpa超高強鋼絞線，而原來的是在90年代初期按抗拉強度為1860mpa的鋼絞線標準設計的，因此，原有的錨具已不能適應現有超高強度2000mpa的鋼絞線強度要求，在工程中出現了斷絲滑移現象，同時，在使用和設計時仍按1860mpa鋼絞線的指標進行設計應用，沒能充分發揮材料的力學性能，造成材料浪費。
  7. Comparing the tension test results of a series of carbon fiber products, the one with the best price - performance ratio is picked out among them to be used in the field experiment. the corresponding epoxy resin binder both and anchorage - tension system are also developed

    通過對十余種碳纖維製品的抗拉試驗，選擇出「性價比」較高的碳纖維布作為試驗路段的筋材，並初步研製出與之配套的環氧樹脂膠和錨固張拉系統。
  8. Based on the theoretical analysis of the anchorage technique of planting - bar, this paper presents the failure model, empirical formulation and key points of operation of planting - bar anchorage, and explains the development and application of planting - bar technique in port engineering combining site experiment and test

    摘要通過對植筋錨固技術的理論分析，系統地提出了植筋錨固的破壞形式、工程經驗公式及施工操作的要點，並結合現場試驗與檢測說明植筋技術在港口工程上的發展應用。
  9. It indicates the anchorage length according to concrete code ( gb50010 - 2002 ) cannot meet capacity and deformation demand. at the same time, this paper utilizes the ansys to simulate nonlinear behavior of these joints and test outcomes are validated from the simulation

    另外，本文利用ansys通用有限元程序，對節點受力進行了非線性模擬，進一步印證、揭示了節點的受力變形規律，並為將來利用ansys程序進行大量的節點非線性參數分析奠定了基礎。
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