錨錐 的英文怎麼說

中文拼音 [máozhuī]
錨錐 英文
anchor cone
  • : 名詞(鐵制的停船設備) anchor
  • : Ⅰ名詞1. (錐子) awl2. (似錐物) awl-shaped things 3. (錐體) cone Ⅱ動詞(鉆) drill; bore
  1. Hsu, s. t., “ a constitutive model for the uplift behavior of anchors in cohesionless soils ” journal of the chinese institute of engineers, vol. 28, no. 2, pp. 305 ~ 317, 2005

    許世宗和郭芷伶沈泥質砂土中形擴座地碇行為之影響參數研究,朝陽學報,第六期,第375 - 401頁, 2001 。
  2. The fastened end of bar was machined to multi cone - shaped heads. through the cone heads compress the inorganic anchoring material, the load was transmitted from bars to base material. it changes the transfer path of loads and takes advantage of high compress strength of inorganic material, thus enhanced the anchor intensity of inorganically post - installed bars

    本文提出一種新型的植筋技術? ?帶頭無機植筋,它把鋼筋固端加工成多個頭,通過頭對無機固材料的擠壓,將荷載傳遞給基材,使基材與無機固材料的界面上產生剪壓復合應力狀態,改變傳統植筋的受力機理,利用了無機固材料抗壓強度高的特點,從而提高了無機植筋的固強度。
  3. According to the test result, the mechanism of inorganically post - installed bars with cone - shaped heads was analyzed. and then the anchor intensity formula was formulated. the inorganically post - installed bars with cone - shaped head was carried on the finite element analysis on the spatial axial symmetry model

    根據試驗結果,對帶頭無機植筋的受力機理進行了理論分析,推導出帶頭無機植筋的固強度公式,並利用空間軸對稱模型對帶頭無機植筋進行了有限元分析,提出了利用桿單元模擬鋼筋與混凝土之間的粘結滑移關系的方法。
  4. Su, s. f. and liao, h. j. " influence of strength anisotropy on piezocone resistance in clay ", journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) ( sci )

    許世宗和廖洪鈞,沉泥質砂土中形擴座地碇行為,中國土木水利工程學刊,第14卷,第三期,第393 - 404頁( 2002 ) 。
  5. Su, s. f. and liao, h. j. “ influence of strength anisotropy on piezocone resistance in clay ”, journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) ( sci )

    許世宗和廖洪鈞,沉泥質砂土中形擴座地碇行為,中國土木水利工程學刊,第14卷,第三期,第393 ? 404頁( 2002 ) 。
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