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1)  equal amplitude fatigue loading
等幅疲劳荷载
1.
Experiment of 60 simply supported concrete beams loaded by equal amplitude fatigue loading was studied.
对不同配筋率的冷轧带肋钢筋混凝土简支标准梁 (5 5 0mm× 1 5 0mm× 1 5 0mm)进行了等幅疲劳荷载试验研究 ,疲劳试验试件 60根 ,试件配筋率分别为 0 % ,0 2 9% ,0 487% ,0 93 4%和1 946% 。
2)  random-amplitude fatigue load
随机变幅疲劳荷载
1.
Based on the data of classified vehicles passed by a bridge on 321 national highways for a month, established through a practical survey, a random-amplitude fatigue load spectrum for tests is obtained through a series of appropriate conversions.
基于321国道上1个月内通过某桥的随机车流量数据,经过一系列的转换得到试验用的随机变幅疲劳荷载谱,并通过MTS810疲劳试验机实现了随机变幅疲劳荷载下碳纤维薄板(CFL)增强RC梁三点弯曲疲劳试验。
3)  fatigue load
疲劳载荷
1.
Simulation of torsion fatigue load spectrum of automobile transmission system;
货车传动系统扭转疲劳载荷仿真
2.
Probability model of fatigue loading for submarines and submersibles;
潜艇疲劳载荷的概率模型
3.
The effect of fatigue load on the lumbar disc morphology after disectomy:a pig model
猪腰椎间盘髓核摘除术后疲劳载荷对椎间盘形态的影响
4)  fatigue loading
疲劳载荷
1.
According to the working conditions of the crane for iron & steel works,which are as follows: the working level of the crane is A7 or A8;full load operation;the travel position of the bogie is fixed;and the stress is constant amplitude,consequently,the life estimation model,fatigue loading spectrum and computing parameters are confirmed.
针对冶金起重机工作的级别为A7或A8、满载工作、小车移动位置固定、应力等幅等条件,确定了寿命估算模型、疲劳载荷谱以及计算参数。
2.
The performance of concrete under fatigue loading is easily deteriorated due to long-time eroding,which badly influences the service life of the concrete structure.
针对混凝土损伤发展的第二阶段,采用不同疲劳循环寿命比对应的残余拉应变和疲劳破坏时,极限残余拉应变的比值定义损伤变量,据此研究了疲劳载荷与氯离子协同作用下,对基准混凝土和钢纤维混凝土耐久性的影响。
3.
The performance of concrete under fatigue loading is easily deteriorated due to long-time eroding,which badly influences the service life of concrete structure.
针对混凝土损伤发展的第Ⅱ阶段,采用残余拉应变来表征损伤变量,研究了疲劳载荷与氯离子协同作用下对高性能混凝土(HPC)和高性能纤维混凝土(HPFRCC)耐久性的影响。
5)  fatigue loading
疲劳荷载
1.
Simply supported concrete beams loaded by equal amplitude fatigue loading were studied.
对配有不同配筋率的冷轧带肋钢筋混凝土简支标准梁(550mm×150mm×150mm)进行了等幅疲劳荷载试验研究,试件配筋率分别为0%、0。
2.
It is the fatigue loading, not the design loading at the worst cases that should be considered for evaluating existing bridges and new bridge fatigue design.
新桥疲劳设计和既有桥梁评估应采用疲劳荷载。
6)  fatigue load
疲劳荷载
1.
The crack of high-strength reinforced concrete beam under fatigue load and its rigid calculation;
疲劳荷载下高强钢筋混凝土梁裂缝和刚度计算
2.
Deflection of a composite steel-concrete beam subjected to a fatigue load
钢-混凝土组合梁在疲劳荷载作用下的变形计算
补充资料:长等短等
1.犹言左等右等。谓等待久。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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