anchorage deformation 中文意思是什麼
anchorage deformation
解釋
錨定變形- 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。
- deformation : 變形,走樣
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6. the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams, the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered, ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member. except the geometric nonhineaicty. consideration of double nonlinearities about materials an
6 、將分段截面離散的屈服面模型法應用於裙梁，考慮剪力剪切變形對材料非線性的影響，將錨固區鋼筋的粘結滑移看成構件的邊界非線性，不考慮幾何非線件，建立了裙梁考慮村料、邊界雙重非線性的空間滯回曲線分析模型。 -
( 1 ) based on the experiments, this thesis discusses the stress loss of vertical prestress caused by deformation of anchorage, the resilience of the tendon and the joint compression ( l2 ), the elastic compression of the concrete ( l4 ) and the relaxation of the tendon ( l5 ). it is concluded that the anchorage deformation is dominated in vertical stress loss. measures are suggested to diminish the loss of the vertical prestress during the design and construction of the bridge
（ 1 ）本文在試驗的基礎上，研究了豎向預應力筋的錨具變形、鋼筋回縮和接縫壓縮損失l2 、混凝土的彈性壓縮損失l4和力筋的應力鬆弛損失l5 ，其中，第一項是最主要的損失，論文據此對設計和施工中如何減小豎向預應力的損失提出了自己的看法和建議。 -
With the improvement in prestressing tendon strength, variations in deformation patterns of rebars, and the necessity of bond deterioration in earthquake - resistant designs, the bond anchorage between reinforcement and concrete has become an increasingly acute issue
摘要隨著預應力鋼筋強度的提高及鋼筋外形的變化，加之抗震設計必須考慮的黏結退化，鋼筋與混凝土之間的黏結錨固問題愈顯突出。 -
An analytical solution of internal force and deformation for anchorage length of abti - slide pile in layered rock mass
成層巖體中抗滑樁錨固段內力變形計算解析解 -
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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