桥梁建设
橋樑建設
교량건설
BRIDGE CONSTRUCTION
2015年
4期
52-57
,共6页
潘永东%杨锋%张东波%陈惟珍
潘永東%楊鋒%張東波%陳惟珍
반영동%양봉%장동파%진유진
斜拉索%锚固区%高阶纵向导波%频散曲线%有限元法%超声波检测
斜拉索%錨固區%高階縱嚮導波%頻散麯線%有限元法%超聲波檢測
사랍색%묘고구%고계종향도파%빈산곡선%유한원법%초성파검측
stay cable%anchorage zone%high-order longitudinal guided wave%dispersion curve%finite element method%ultrasonic detection
为了实现斜拉索锚固区损伤的有效检测,采用理论分析、数值模拟和试验研究相结合的方法,对高阶纵向超声导波无损检测技术进行研究。基于自由钢丝纵向导波传播的特征方程,编程计算其相速度和群速度的频散曲线,选取了其 L(0,6)高阶纵向导波模态用于斜拉索损伤的检测;并利用ABAQUS有限元轴对称模型模拟了高阶纵向导波在有、无缺陷自由钢丝中的传播,分析了不同缺陷大小对其回波反射系数的影响;最后,对自由钢丝和样品斜拉索进行了试验检测验证。结果表明,试验结果与有限元模拟结果相吻合,说明高阶纵向导波可以检测斜拉索锚固区的人工缺陷。
為瞭實現斜拉索錨固區損傷的有效檢測,採用理論分析、數值模擬和試驗研究相結閤的方法,對高階縱嚮超聲導波無損檢測技術進行研究。基于自由鋼絲縱嚮導波傳播的特徵方程,編程計算其相速度和群速度的頻散麯線,選取瞭其 L(0,6)高階縱嚮導波模態用于斜拉索損傷的檢測;併利用ABAQUS有限元軸對稱模型模擬瞭高階縱嚮導波在有、無缺陷自由鋼絲中的傳播,分析瞭不同缺陷大小對其迴波反射繫數的影響;最後,對自由鋼絲和樣品斜拉索進行瞭試驗檢測驗證。結果錶明,試驗結果與有限元模擬結果相吻閤,說明高階縱嚮導波可以檢測斜拉索錨固區的人工缺陷。
위료실현사랍색묘고구손상적유효검측,채용이론분석、수치모의화시험연구상결합적방법,대고계종향초성도파무손검측기술진행연구。기우자유강사종향도파전파적특정방정,편정계산기상속도화군속도적빈산곡선,선취료기 L(0,6)고계종향도파모태용우사랍색손상적검측;병이용ABAQUS유한원축대칭모형모의료고계종향도파재유、무결함자유강사중적전파,분석료불동결함대소대기회파반사계수적영향;최후,대자유강사화양품사랍색진행료시험검측험증。결과표명,시험결과여유한원모의결과상문합,설명고계종향도파가이검측사랍색묘고구적인공결함。
To realize the effective detection of damage in the stay cable anchorage zone ,the ul‐trasonic non‐destructive detection technique of high‐order longitudinal guided waves was re‐searched ,using the combined method of theoretic analysis ,numerical simulation and tests .Based on the characteristic equation for the longitudinal guided wave propagation in a free steel wire ,the relevant program was firstly complied ,the dispersion curves of phase and group velocity of the longitudinal guided waves were calculated and the high‐order longitudinal guided wave mode L (0 , 6) was selected and was used for detection of the damage in the stay cable anchorage zone .Then the ABAQUS finite element axial symmetric model was used to simulate the propagation of the high‐order longitudinal guided waves in the free steel wire with or without defects and the influ‐ences of the scales of the different defects on the echo reflection coefficients of the guided waves were analyzed .Finally the free steel wires and sample stay cable were tested and verified .The re‐sults demonstrate that the tests are agreeable with the finite element simulation ,showing that the high‐order longitudinal guided waves can be used for detection of the simulated damage in the stay cable anchorage zone .