公路工程
公路工程
공로공정
JOURNAL OF HIGHWAY ENGINEERING
2014年
6期
297-301
,共5页
孙秀雅%任伟新%李星新%张翼飞
孫秀雅%任偉新%李星新%張翼飛
손수아%임위신%리성신%장익비
钢桥面板%WIM%轴重频值谱
鋼橋麵闆%WIM%軸重頻值譜
강교면판%WIM%축중빈치보
steel deck%WIM%axle frequency value spectrum
依据钢桥面板的受力特点,分析了它的疲劳特性,在原有的荷载频谱值的基础上,提出了更为精确的基于轴重频值谱的疲劳寿命评估方法。以压电式动态称重获取的贵州坝陵河大桥一周的车辆数据为样本,根据轴组类型对所测的车辆车轴进行分类,将车辆分为7种车型形式,并建立了3种轴型的轴载谱。依据所监测的数据,并结合正交异型钢桥面板的疲劳特性,推导得到了适宜分析钢桥面板疲劳的随机轴重谱。以面板与 U 肋连接处的疲劳细节为例,将轴重频值谱以及随机轴重频值谱作为输入,计算得到该细节处的应力谱以及剩余使用寿命。这一研究为钢桥面板的疲劳验算提供了更加准确的方法。
依據鋼橋麵闆的受力特點,分析瞭它的疲勞特性,在原有的荷載頻譜值的基礎上,提齣瞭更為精確的基于軸重頻值譜的疲勞壽命評估方法。以壓電式動態稱重穫取的貴州壩陵河大橋一週的車輛數據為樣本,根據軸組類型對所測的車輛車軸進行分類,將車輛分為7種車型形式,併建立瞭3種軸型的軸載譜。依據所鑑測的數據,併結閤正交異型鋼橋麵闆的疲勞特性,推導得到瞭適宜分析鋼橋麵闆疲勞的隨機軸重譜。以麵闆與 U 肋連接處的疲勞細節為例,將軸重頻值譜以及隨機軸重頻值譜作為輸入,計算得到該細節處的應力譜以及剩餘使用壽命。這一研究為鋼橋麵闆的疲勞驗算提供瞭更加準確的方法。
의거강교면판적수력특점,분석료타적피로특성,재원유적하재빈보치적기출상,제출료경위정학적기우축중빈치보적피로수명평고방법。이압전식동태칭중획취적귀주패릉하대교일주적차량수거위양본,근거축조류형대소측적차량차축진행분류,장차량분위7충차형형식,병건립료3충축형적축재보。의거소감측적수거,병결합정교이형강교면판적피로특성,추도득도료괄의분석강교면판피로적수궤축중보。이면판여 U 륵련접처적피로세절위례,장축중빈치보이급수궤축중빈치보작위수입,계산득도해세절처적응력보이급잉여사용수명。저일연구위강교면판적피로험산제공료경가준학적방법。
Based on the structure loading characteristics of steel deck,the article analyses its fa-tigue characteristics and proposes a more precise method for evaluating its fatigue life depending on the axle frequency value spectrum.According to the Guizhou Balinghe Bridge’s vehicle data gathered by pie-zoelectric WIM,the vehicle is classified into 7 models with the different axle group types,so the axle load spectrums about the 3 kinds of axle types is established.The random axle frequency value spectrum is de-veloped based on the WIM traffic data and the structure loading characteristics of steel deck.For the joint of the deck and U-rib as example,the research calculates its stress spectrum and the remaining service life with the input of axle frequency value spectrum and random axle value spectrum.This research pro-vides a more accurate method for the steel deck fatigue analysis.