tensile capacity 中文意思是什麼
tensile capacity
解釋
受拉承載能力-
Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test
圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉移特性的測定 -
Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test
圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉移特性的測定 -
Methods of test for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couple test
圬工輔助成份試驗方法.第5部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定 -
Methods of test for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test
圬工輔助成份試驗方法.第5部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定 -
Methods of tests for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test ; german version en 846 - 5 : 2000
磚石工程輔助元部件試驗方法.第5部分:墻拉桿抗拉荷載 -
Methods of tests for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test ; german version en 846 - 6 : 2000
磚石工程輔助元部件試驗方法.第6部分:墻拉桿抗拉荷載 -
The balance scope of the single capacity balance suspending machine equal the balance scope of the spring balance suspending machine with 10 units varied capacity, the main difference is this type of the balance suspending machine retained the invariableness tensile in the whole stoke scope
單一能力平衡吊的平衡范圍相當於10個不同能力的彈簧平衡吊的平衡范圍，主要區別是該平衡吊在整個行程范圍中，保持著恆定張力。 -
After pretorsion the successor tensile yield limit and strength limit both improved very highly, but the trend of the increase of the strength limit was suspended till the pretorsional capacity reached 17, when the pretorsional capacity was greater than17 ( prestrain value was 81. 19 % of total strain ), the successor strength limit rapid failed and approached the yield limit. this illustrate the a3 steel specimen translate from plasticity into friability after pretorsion strengthen. when the specimen was operated by tension - torsion action, the yield limit had very large improved, but the strength limit changed very little. furthermore, the trend of the increase of the strength limit was suspended till the pretension capacity reached 0. 25 ( prestrain value was 66. 93 % of total strain )
A3鋼試件在預扭轉后，后繼拉伸屈服極限和強度極限均有很大提高，但強度極限的增大趨勢到預扭轉量為17為止，預扭轉量大於17 （預應變值為總應變的81 . 19 ）后強度極限迅速下降，與其屈服極限接近，這說明a3鋼試件經預扭轉強化后逐漸由塑性轉化為脆性。該預應變值為a3鋼試件的韌脆轉變點。 a3鋼試件在拉伸-扭轉作用下，屈服極限有很大提高，但強度極限沒有多大改變，而且，屈服極限的增大趨勢到預拉伸量為0 . 25應變（預應變量為總應變量的66 . 93 ）后就不再增加。 -
On the basis of establishing the model of the axial tensile members of the prestressed concrete filled steel tubular, two - step design method is used to explain the principle of work and the stability bearing capacity of the structure at the stage prestressing is analyzed ; 2
本文主要進行了如下工作： 1在建立預應力鋼管混凝土軸心受拉構件模型的基礎上，用兩階段設計法闡述了其工作機理，並對結構在預應力施加階段的穩定承載力進行了理論分析； 2 -
Relatively comprehensive test study on the strength capacity of the reinforced concrete beam under bending moment, shear force and axial tensile force was carried out
摘要對彎、剪、軸拉復合受力狀態下鋼筋混凝土梁的承載能力進行試驗研究。 -
The results show that the capacity and rate of alka - line absorption is respectively 10 percent more than that of american products, and twice as fast as that of them. the resista - nce is as good as that of them, and the electric property is better than that of them, but the tensile strength is not so good as that of them
研究制備的氧化鋯纖維布作為大容量鎳氫電池隔膜，組裝成電池進行實效考核表明，可以用於鎳氫電池隔膜;性能測試表明，吸堿率比美國產品高10 ，吸堿速率是美國產品的2倍，電性能優於美國產品。 -
The results show that the compressive strength, splitting tensile strength and flexural strength increase respectively with the addition of steel fibers, but the compressive strength increases little compared with the splitting tensile strength and flexural strength ; for the same kind of steel fiber reinforced concrete, the compressive strength, splitting tensile strength and flexural strength of steel fiber reinforced regenerated concrete are higher than those of steel fiber reinforced pebble concrete ; the load - bearing capacity of blended steel fiber reinforced concrete is less than that of single dimension steel fiber reinforced concrete ; the use of steel fiber reinforced regenerated concrete whose aggregate is made of regenerated concrete can not only turn waste into treasure, but also reduce environmental pollution and realize the recycle of resources, and its load - bearing capacity is far higher than that of steel
結果顯示:由於鋼纖維的加入，混凝土的抗壓強度、劈裂強度和彎曲強度都有不同程度的提高，但抗壓強度不及劈裂強度和彎曲強度提高顯著;對于同種鋼纖維混凝土，鋼纖維再生混凝土的抗壓強度、劈裂強度和彎曲強度比鋼纖維卵石混凝土的相應強度大;混雜尺寸鋼纖維混凝土的承載能力不如單一尺寸鋼纖維混凝土的承載能力;以再生混凝土作為基體的鋼纖維再生混凝土不僅可以「變廢為寶」 ，減少環境污染，實現資源的重復利用，而且其承載能力比鋼纖維卵石混凝土高很多。 3 .總結出鋼纖維混凝土抗拉強度和彎拉強度關系的計算公式。 -
By fitting reasonable external prestressing tendons to ensure ultimate bearing capacity of the bridge, to ensure stress reserve of the main beam, to reduce effectively principal tensile stress, to renew line state of bridge structure and gradient
通過合理地設置體外預應力束，確保了該橋的極限承載能力；增大了主梁的應力儲備；有效地減少了主拉應力；恢復了橋面線形和坡度。 -
The main performances of band drain include flow capacity, tensile strength, longitudinal and transverse tensile strength of filter fabric, longitudinal and transverse tear strength, water permeability and effective opening size etc
反映排水板性能的主要指標包括：通水量，抗拉強度，濾膜縱橫向抗拉強度，縱橫向抗撕裂強度，滲透性和有效孔徑等。
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