ultimate compressive strength 中文意思是什麼
ultimate compressive strength
解釋
極限抗壓強度- ultimate : adj 1 最後的，最終的，極限的，結局的。2 根本的，首要的，基本的。3 最遠的；終極的；【力學】最大的...
- compressive : adj. 有壓力的，壓縮的，壓榨的。adv. -ly ,-ness n.
- strength : n. 1. 力，力量，體力。2. 強度，濃度；長處；（要塞等的）抵抗力。3. 實力；兵力；全體人數，額定人數，編制。4. 筆力；文勢。5. （證券等的）市價堅挺。6. 〈美俚〉（可能有的）利潤。
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Safety of the shaft wall was discussed taking into account of ultimate compressive strain of high strength concrete ( hsc )
結合高強混凝土的極限壓應變，分析了井壁結構的安全性。 -
Simple design formula on the ultimate compressive strength of gusset plate connections to slotted tubes is presented basing on the results of finite - element study. it has bigness significance to perfect design formula of gusset plate connections to
本文根據有限元分析的結果，提出管板節點計算的簡化公式，為管板節點極限承載力設計計算公式的進一步完善提供了有意義的參考，同時對實際工程也有一定的參考價值。 -
The modified perry - robertson equation is applied to calculate ultimate compressive strength of damaged stiffened panels founded on so - called beam - column method, and the width of effective plate adopts above reduced effective width of a damaged plate
在進行受損加筋板格極限強度計算時，按樑柱法採用修正的perry - robertson方程進行計算，其中有效帶板的寬度取板格折減后的有效寬度。 -
The buckling of a plate mostly occurs in elastic regime with high strength steel adopted widely, and the plate reaches ultimate strength due to losing capacity when equivalent stress where maximal in - plane compressive stress appears arrives at yield in post - buckling phase
隨著高強度鋼的廣泛應用，板格屈曲大部分發生在彈性范圍內，在後屈曲階段當板格最大面內壓縮應力處的等效應力達到屈服極限時，板格迅速卸載，此時板格達到極限強度。 -
In static test, t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades, sectional height to thickness ratio, reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section. how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result
在擬靜力試驗中對t形和l形短肢剪力墻分別進行了四組試驗，通過對試驗結果的分析，揭示了混凝土等級、截面配筋率、軸壓比和墻肢截面高厚比等因素對短肢剪力墻承載力和變形的影響。 -
When the stress acted on concrete specimens exceed 60 % of ultimate compressive strength, the coefficient ( k ) will increase obviously but the largest change is still within the order of 10 - 9 cm / s. the time - dependant characteristic can be expressed by the function k = ( a + ct ) / ( l + bt ). the coefficient k decreased significantly in the first 40 ~ 60 hours of the water permeability test, and the decreasing rate became slow as the time goes on
混凝土的滲透穩定性則表現為滲透系數會隨滲透時間增加而減小，減小的趨勢是起初的40 60小時內下降最快，其後愈來愈平緩，其規律可用公式k = （ a + ct ） （ 1 + bt ）來表示。 -
The correlation between the compressive strength and axial tensile strength of rcc with placing joint and ultimate tensile strain of placing joint of rcc layers have been obtained
通過試驗研究給出有層面碾壓混凝土抗壓強度、層面軸拉強度與層面極限拉伸值間相關關系。 -
The structure of grillage is the backbone of a ship ' s structures and its compressive ultimate strength is one of the main parts in the strength analysis of a ship ' s structures. so it ' s important to make a deep research into the compressive ultimate strength of the grillage structure
由於板架結構是船體結構的主要組成部分，尤其是船舶的上甲板和船底結構，它們直接關繫到船體的總縱強度，所以板架結構的壓縮極限強度是設計人員十分關心的。 -
By using a simplified direct energy approach together with marguerre ' s plate theory and some appropriate hypothesis, a simple closed - form solution is found. in a summary, a simple method of determining the ultimate strength of ship deck structures under inplane compressive loads is developed by analyzing and discussing the modes of failure
最後，在總結上述研究內容的基礎上，對船體中的甲板結構的各種失效模式進行了綜合分析，找出各種失效模式下相應的適合工程計算和程序化的求解極限強度的簡化公式。 -
An elastic - plastic and geometrically nonlinear finite element method is developed to analyze ultimate strength of h - shape steel columns under axial compressive loading. initial imperfections including residual stress due to hot - rolled and initial overall deflections of columns are considered. an experiment study of 21 h - shape steel columns with slenderness parameter of ranging from 40 to 120 is conducted to verify the theory results
本文通過彈塑性和幾何非線性的有限單元法理論分析，在長細比范圍在40 ? 120的21根國產h型鋼軸心受壓柱的承載力試驗中進一步證實了這一理論的合理性和有效性。
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