軸載 的英文怎麼說
中文拼音 [zhóuzǎi]
軸載
英文
axle load-
Heavy pavement troubles are caused for all kinds of reasons with economic development, traffic volume expanding, load increasing and channelizing traffic
隨著經濟發展，交通流量增大，軸載加重，以及渠化交通，路面病害加重。Anchor hook key bearing load observation system
錨鉤銷軸載荷監測系統。Finally, the fatigue equation and axle load conversion are applied to forecast the steel bridge deck pavement ' s service life of nanjing second yangtze river bridge
結合南京長江第二大橋鋼橋面鋪裝工程，應用所建立的疲勞性能方程以及軸載換算公式對鋼橋面鋪裝層使用壽命進行預測。Equivale nt single axle load esal
單軸載重當量數According to the dynamic evolvement rules of the stress, strain and fracture distribution or fatigue cracking mechanism, fatigue equation and axle load conversion of the steel bridge deck asphalt mixture surfacing are proposed
依據鋼橋面瀝青混合料鋪裝體系復合結構的應力場、應變場和損傷場在疲勞過程中的動態演變規律以及疲勞裂縫的形成機理，推導出鋼橋面瀝青鋪裝層疲勞性能方程和車輛軸載換算公式。The formula of axle load conversion in the standard has some problems, so respectively according to the corresponding formulas of load stress and fatigue equations of concrete pavement and lcb, the different formulas of axle load conversion and fatigue stress coefficients are put forward
針對規范中軸載換算存在的問題，分別根據面層和基層的荷載應力公式和疲勞方程，提出軸載換算公式以及疲勞應力系數。On the basis of the study of traffic features of heavy - load vehicles, the vehicle weight data and the axle - load spectrum of different vehicles were collected for some typical heavy - duty roads in china, and according to the features of heavy - loading pavement, deficiency of the former load - figure are analyzed and new figures which are suitable for heavy - load pavements are put forward. meanwhile, based on the research of the cement concrete fatigue equation and the damage mechanism of asphalt pavement under heavy - load vehicles, axle load conversion equations fitting for heavy - load cement concrete pavement and asphalt pavement are established respectively by further analysis. in addition, design indices, traffic and material parameters and structural combination for heavy - load pavements are discussed in this paper as well
本課題針對重載道路路面設計中所存在的問題，從重載交通特性出發，收集分析了國內幾條重載道路的交通及軸載組成情況，根據重載交通的特點，分析原有荷載圖式的不足，提出了適合於重載瀝青、重載水泥混凝土路面的荷載圖式；同時，在重載水泥混凝土路面疲勞方程及重載瀝青路面破壞機理研究的基礎上，通過對重載路面軸載換算公式的進一步研究，分別提出了適合於重載水泥及重載瀝青路面的軸載換算公式；此外，本文還對重載水泥、重載瀝青路面的設計指標、交通參數、材料參數及結構組合等方面進行探討，系統地提出了重載路面的設計方法，並使之有效地運用到工程實踐中。Axial load composed of five main kinds of vehicles was gained by eye - observing, and then the mean exchange coefficients of each kind of vehicles and equivalent standard axle load were obtained
利用目測法得到各類車輛軸載組成，通過分析得到各類車輛平均軸載換算系數，然後求得標準軸載作用次數，採用空間換時間方法，最後建立了四個地區不同交通量等級下的路面使用性能預測方程。Based on axle load spectrum, a method to calculate the maximum design load of asphalt pavements was first studied according to reliability theory
並根據軸載譜，提出了按可靠度理論計算瀝青路面最大設計荷載的方法。Test data analysis of automobile axle weighing instrument
汽車軸載質量測定儀測試精度分析The application of modified asphalt becomes necessary in the construction of high - grade road, as the traffic and wheel load increases. the object of research work for compatibility of modified asphalt is to the high - point of modifying effect
隨著交通量的增大、軸載的增加，在高等級公路的建設中改性瀝青的應用勢在必行，通過改性瀝青的配伍性研究可使瀝青的改性效果達到最佳。The damage parameter versus fatigue life figures, which were plotted based on the stress - strain analysis and test results, could be used to predict the fatigue lives of the composite with different winding angles
根據雙軸載荷條件下管狀試樣的應力-應變分析及雙軸疲勞實驗結果，繪制出了基於臨界平面的多軸損傷參量與疲勞壽命關系圖，可對不同纏繞角的復合材料疲勞壽命進行預測。With the developing of highway communications, the traffic is increasing and axle is becoming heavier and heavier. all of these demand the high quality of asphalt pavements
隨著公路交通的發展，交通量增加，軸載加重，交通渠化等對高等級公路瀝青路面提出了更高的質量要求。As the modern highway transportation characterized with high speed, high traffic density, heavy load and channelized traffic, the technology of asphalt pavement have been changed greatly and many methods had been developed to improve the performance of asphalt pavement, such as the superpave ?, the technology of modified asphalt, the sma, etc. among them, the fiber strengthened asphalt pavement is a successful alternative both domestically and overseas
為了適應現代交通速度快、交通密度大、軸載重、渠化交通明顯的特點，瀝青路面技術發生了較大的變化，高性能瀝青路面superpave ~ （ tm ） 、改性瀝青技術、 sma等得到了應用，而纖維瀝青路面以其技術性能優良、經濟上合理等特點受到人們的關注，具有廣闊應用前景。Now, there are four evaluation methods in this field, every method has its advantages and shortages and most of them are established based on highway. high weight communication, great loads channelized traffic and high speed is the expressway ' s feature, there is great difference in the development law between highway and expressway. we will get some unfitness result by using those evaluation methods to evaluate expressway
目前國內外常用的四類路面使用性能評價方法中回歸法評價結果與實測數據相關性不太理想，系統分析法客觀性不強，灰色理論法存在一定的主觀經驗性，其它一些方法還處于研究階段；而且這些方法都是基於普通公路建立，高速公路具有交通量大、汽車軸載重、交通渠化和行車速度高等特點，路面使用性能的特點和發展變化規律與普通公路存在較大差異。Not all of the damages belong to the fatigue damage mode supposed by exist specifications. as the bearing capacity of a pavement structure is limited, excessive load may damage the pavement structure at one action
這些破壞不完全是現行規范所假定的疲勞破壞模式，由於路面結構的承載能力有限，過大的軸載一次作用就可能造成路面結構的破壞。A finite element model for double wishbone suspension with twirl torsion bar of a 5 - axle heavy truck is established and a simulation is conducted, including the analyses on static stiffness and strength characteristics of the suspension
摘要建立了某五軸載貨汽車雙扭桿雙橫臂懸架有限元模型，對各零部件之間連接關系進行模擬，在此基礎上，對模型靜態剛度和強度特性進行分析。This thesis started with the analysis of traffic data collected on several typical roads in hunan province. the axle load distribution and characteristics of heavy load asphalt pavements were studied
本文從對湖南省內幾條典型道路交通調查資料的分析入手，首先研究了重載瀝青路面的軸載分佈及荷載特徵。In this paper, the traffic surveys and analysis of typical heavy - load road were performed firstly ; also the characteristics of traffic, load and distribution of axle load were studied. the deficiencies in the calculation method of surface equivalent modulus of foundation in present specification of cement concrete pavements design for highway were analyzed. based on the elastic multi - layer theory and principles of displacement equivalence, and a great amount of computing data, a calculation method was established
本文首先從典型重載交通道路的交通調查與分析入手，研究了重荷載交通道路的交通量、軸載分佈及荷載特徵，針對現行設計規范中關于基層頂面當量回彈模量值計算公式存在的不足，利用彈性層狀體系理論，按照彎沉等效原則，通過大量的計算分析，回歸出了精度較高、適用范圍更廣的基層頂面當量回彈模量計算公式。Field investigation includes traffic volume, axle loads, types, amount, and severity of pavement distress, measurement of deflection of pavement highway structure, and pavement sampling. recorded pavement distresses include ( but not limited to ) fatigure cracking ( alligator cracking ), rutting, long structural cracking
路面調查工作包括交通量調查，軸載調查，路面損壞的類型、數量與嚴重程度的記錄，路面結構的彎沉以及路面取樣。分享友人