發(fā)布時間：2018-11-17 20:00

【摘要】：岸邊集裝箱起重機（簡稱岸橋）是港口碼頭作業(yè)的核心設(shè)備，因是在露天作業(yè)，現(xiàn)場工作環(huán)境惡劣，導(dǎo)致設(shè)備容易發(fā)生故障、損壞等，需要對岸橋進行實時監(jiān)控并進行故障預(yù)警。起重機管理系統(tǒng)CMS(Crane Management System)是安裝于岸橋上的監(jiān)控系統(tǒng)，可對岸橋的運行狀態(tài)實時地監(jiān)控并及時地顯示出故障信息，但目前CMS系統(tǒng)無法監(jiān)控岸橋鋼結(jié)構(gòu)各部分的應(yīng)力狀態(tài)，鋼絲繩作為岸橋作業(yè)的關(guān)鍵部件，容易發(fā)生疲勞斷裂，一旦斷裂將會引發(fā)巨大的災(zāi)難事故�；谝陨峡紤]，本論文開展了基于現(xiàn)場CMS系統(tǒng)信息的岸邊集裝箱起重機應(yīng)力在線可視化以及根據(jù)鋼絲壽命來預(yù)測鋼絲繩剩余疲勞壽命的方法的研究。 首先，研究了岸橋鋼結(jié)構(gòu)及鋼絲繩在不同工況下的應(yīng)力分析的方法。建立了岸橋鋼結(jié)構(gòu)及鋼絲繩的有限元模型，分析了岸橋鋼結(jié)構(gòu)及鋼絲繩在不同工況下的應(yīng)力分布情況，獲得應(yīng)力分析結(jié)果，為后續(xù)工作提供支持。 其次，在鋼絲繩應(yīng)力分析的基礎(chǔ)上對鋼絲繩進行了疲勞壽命分析，提出了依據(jù)鋼絲繩斷絲數(shù)與鋼絲繩疲勞壽命之間的關(guān)系分析鋼絲繩疲勞壽命的方法，基于理論計算得到鋼絲繩鋼絲的S-N曲線，并結(jié)合提升過程中動載加速度測量實驗得到鋼絲繩的載荷譜文件，在Workbench中對鋼絲繩進行疲勞壽命分析，計算鋼絲疲勞壽命值，再分析得到鋼絲繩的疲勞壽命值。 再次，研究了應(yīng)力在線計算及可視化的方法，，基于岸橋CMS系統(tǒng)的運行數(shù)據(jù)實現(xiàn)虛擬岸橋系統(tǒng)與真實岸橋系統(tǒng)的“同步”作業(yè)仿真，在作業(yè)過程實時插值計算得到當(dāng)前時刻鋼結(jié)構(gòu)的應(yīng)力值并映射成顏色進行動態(tài)顯示。 最后，基于以上工作基礎(chǔ)開發(fā)了岸邊集裝箱起重機作業(yè)及應(yīng)力在線可視化仿真系統(tǒng)，實時顯示岸橋鋼結(jié)構(gòu)及鋼絲繩的應(yīng)力狀態(tài)，并實時顯示鋼絲繩的已作業(yè)箱數(shù)以及剩余作業(yè)箱數(shù)，實現(xiàn)對鋼絲繩剩余壽命的預(yù)測。該系統(tǒng)有助于岸橋維護人員直觀的看到岸橋作業(yè)過程中各部分應(yīng)力的變化情況，尤其是關(guān)鍵部位的應(yīng)力情況，可以為岸橋運維方案的制定提供輔助信息。
[Abstract]:Quayside container crane (quayside crane) is the core equipment of port and wharf operation. It is necessary to carry out real-time monitoring and fault warning of the shore bridge. The crane management system (CMS (Crane Management System) is a monitoring system installed on the shore bridge, which can monitor and display the fault information in real time. But at present, the CMS system can not monitor the stress state of each part of the steel structure of the bank bridge. As a key component of shore bridge operation, steel wire rope is prone to fatigue fracture, once it breaks, it will lead to a huge disaster. Based on the above considerations, this paper studies the on-line visualization of the stress of the quayside container crane based on the field CMS system information and the method of predicting the residual fatigue life of the wire rope according to the steel wire life. Firstly, the stress analysis method of the steel structure and wire rope under different working conditions is studied. The finite element model of the steel structure and wire rope of the quayside bridge is established, and the stress distribution of the steel structure and the wire rope of the shore bridge under different working conditions is analyzed, and the results of stress analysis are obtained, which provide support for the subsequent work. Secondly, the fatigue life of wire rope is analyzed on the basis of the stress analysis of wire rope, and the method of analyzing the fatigue life of wire rope is put forward according to the relationship between the number of wire rope broken and the fatigue life of wire rope. Based on the theoretical calculation, the S-N curve of steel wire rope is obtained, and the load spectrum file of wire rope is obtained by combining with the dynamic acceleration measurement during hoisting process. The fatigue life of wire rope is analyzed in Workbench, and the fatigue life value of steel wire is calculated. The fatigue life of wire rope is obtained by reanalysis. Thirdly, the method of on-line stress calculation and visualization is studied. Based on the running data of CMS system, the simulation of virtual bank bridge system and real shore bridge system is realized. The stress values of the steel structure at the present time are calculated by interpolation in real time during the operation process and are mapped to color for dynamic display. Finally, based on the above work foundation, the on-line visualization simulation system of quayside container crane operation and stress is developed, which can display the stress state of the steel structure and wire rope of the quayside bridge in real time. The number of working boxes and the number of remaining working boxes of wire rope are displayed in real time to predict the remaining life of wire rope. The system is helpful for the maintenance staff to see directly the stress changes of each part during the operation, especially the stress in the key position, which can provide auxiliary information for the establishment of the operation and maintenance scheme of the shore bridge.
【學(xué)位授予單位】：上海交通大學(xué)
【學(xué)位級別】：碩士
【學(xué)位授予年份】：2014
【分類號】：U653.921

【參考文獻】

相關(guān)期刊論文 前10條

1 李建波,林皋,陳健云;簡便精確的有限元后處理可視化算法研究[J];大連理工大學(xué)學(xué)報;2005年01期

2 邱惠清;黃蘋蘋;王宇;;岸邊集裝箱起重機節(jié)點板的有限元分析與比較[J];中國工程機械學(xué)報;2010年02期

3 鄧國萍;吳志君;邱惠清;;岸邊集裝箱起重機門架結(jié)構(gòu)的有限元分析與比較[J];中國工程機械學(xué)報;2011年01期

4 王璋奇,安利強,王孟;有限元分析結(jié)果的可視化處理方法[J];工程圖學(xué)學(xué)報;2002年01期

5 周偉;田紅旗;高廣軍;;一種有限元科學(xué)計算可視化方法[J];工程圖學(xué)學(xué)報;2010年05期

6 巴發(fā)海;李玲;陸洲;;港口橋吊用鋼絲繩斷絲原因分析[J];機械工程材料;2009年12期

7 頡偉記;;鋼絲繩在起重運輸機械的應(yīng)用及壽命探討[J];裝備制造技術(shù);2010年05期

8 王桂蘭,張海鷗;鋼絲繩成形過程共轉(zhuǎn)坐標(biāo)系彈塑性有限元分析[J];華中科技大學(xué)學(xué)報;2001年08期

9 王桂蘭,趙瑞敏,孫建芳,張海鷗;基于微分幾何學(xué)的鋼絲繩結(jié)構(gòu)CAD[J];華中科技大學(xué)學(xué)報(自然科學(xué)版);2003年06期

10 趙維塏;張春雷;蔡磊;;制繩鋼絲力學(xué)性能與鋼絲繩疲勞壽命的關(guān)系[J];金屬制品;2006年02期

相關(guān)博士學(xué)位論文 前1條

1 浦漢軍;起重機用不旋轉(zhuǎn)鋼絲繩理論研究及其壽命估算[D];華南理工大學(xué);2012年

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