橋式起重機載荷統(tǒng)計分析及其分項系數(shù)的研究
發(fā)布時間：2018-07-24 09:22
【摘要】：起重機是工業(yè)生產(chǎn)線中承擔物料搬運工作的關(guān)鍵設備,隨著工業(yè)的發(fā)展,起重機的需求量越來越大,發(fā)生事故的幾率也越來越高,因此,起重機可靠性問題成為產(chǎn)品競爭的焦點。要保證起重機的可靠運行需從三個階段著手,設計階段、生產(chǎn)階段和使用階段,其中設計階段尤為重要。傳統(tǒng)的設計方法是許用應力法,它將影響結(jié)構(gòu)安全的各種參數(shù)假設為定值,這種假設并不符合工程實際情況。為此,國內(nèi)外標準均提出了概率極限狀態(tài)法,認為載荷、材料性質(zhì)等參數(shù)具有隨機性,實踐證明如此處理更符合實際情況。本文借助概率論與數(shù)理統(tǒng)計、隨機過程理論及工程結(jié)構(gòu)可靠性理論,研究了橋式起重機的吊重載荷過程、小車位移過程及概率極限狀態(tài)設計法中的分項系數(shù),主要內(nèi)容如下: 首先,在不同噸位的橋式起重機上安裝數(shù)據(jù)記錄儀,采集吊重載荷、小車位置等運行數(shù)據(jù),從而得到監(jiān)測時間內(nèi)的載荷時間歷程。在此基礎(chǔ)上結(jié)合前人的研究成果,研究適合我國橋式起重機使用情況的吊重載荷譜; 其次,借用極值統(tǒng)計學得出設計預期壽命內(nèi)吊重載荷的極值分布,從而可由監(jiān)測時間內(nèi)的運行數(shù)據(jù)推導出起重機在整個設計預期壽命內(nèi)的分布規(guī)律; 最后,采用Monte Carlo法模擬得到了橋式起重機應力譜,在此基礎(chǔ)上計算出概率極限狀態(tài)法的分項系數(shù),最后給出了用于橋式起重機的概率極限狀態(tài)設計表達式,并通過一定的實例驗證了表達式的正確性。研究結(jié)果為我國起重機相關(guān)標準的進一步完善提供了一定的理論依據(jù)。
[Abstract]:Crane is the key equipment of material handling in industrial production line. With the development of industry, the demand of crane is increasing, and the probability of accident is becoming higher and higher. Crane reliability has become the focus of product competition. In order to ensure the reliable operation of the crane, it is necessary to start from three stages: design stage, production stage and use stage, among which the design stage is particularly important. The traditional design method is the allowable stress method, which hypothesizes all kinds of parameters which affect the safety of the structure. This assumption does not accord with the actual engineering situation. For this reason, the probabilistic limit state method has been put forward in domestic and foreign standards. It is considered that the parameters such as load and material properties are random, and it is proved that this method is more suitable to the actual situation. With the help of probability theory, mathematical statistics, stochastic process theory and reliability theory of engineering structure, this paper studies the partial coefficients of the lifting load process, the displacement process of the trolley and the probability limit state design method of the bridge crane. The main contents are as follows: firstly, the data recorder is installed on the bridge crane with different tonnage, and the load and the vehicle position are collected, and the load time history in the monitoring time is obtained. On this basis, combined with the previous research results, the lifting load spectrum suitable for the use of bridge cranes in China is studied. Secondly, the extreme value distribution of the lifting load in the design life is obtained by using extreme value statistics. Thus, the distribution law of crane in the whole design life can be deduced from the running data of monitoring time. Finally, the stress spectrum of bridge crane is obtained by using Monte Carlo method. On this basis, the partial coefficients of probabilistic limit state method are calculated. At last, the expression of probabilistic limit state design for bridge crane is given, and the correctness of the expression is verified by a certain example. The results provide a theoretical basis for the further improvement of crane standards in China.
【學位授予單位】：太原科技大學
【學位級別】：碩士
【學位授予年份】：2011
【分類號】：TH215
本文編號：2140926
[Abstract]:Crane is the key equipment of material handling in industrial production line. With the development of industry, the demand of crane is increasing, and the probability of accident is becoming higher and higher. Crane reliability has become the focus of product competition. In order to ensure the reliable operation of the crane, it is necessary to start from three stages: design stage, production stage and use stage, among which the design stage is particularly important. The traditional design method is the allowable stress method, which hypothesizes all kinds of parameters which affect the safety of the structure. This assumption does not accord with the actual engineering situation. For this reason, the probabilistic limit state method has been put forward in domestic and foreign standards. It is considered that the parameters such as load and material properties are random, and it is proved that this method is more suitable to the actual situation. With the help of probability theory, mathematical statistics, stochastic process theory and reliability theory of engineering structure, this paper studies the partial coefficients of the lifting load process, the displacement process of the trolley and the probability limit state design method of the bridge crane. The main contents are as follows: firstly, the data recorder is installed on the bridge crane with different tonnage, and the load and the vehicle position are collected, and the load time history in the monitoring time is obtained. On this basis, combined with the previous research results, the lifting load spectrum suitable for the use of bridge cranes in China is studied. Secondly, the extreme value distribution of the lifting load in the design life is obtained by using extreme value statistics. Thus, the distribution law of crane in the whole design life can be deduced from the running data of monitoring time. Finally, the stress spectrum of bridge crane is obtained by using Monte Carlo method. On this basis, the partial coefficients of probabilistic limit state method are calculated. At last, the expression of probabilistic limit state design for bridge crane is given, and the correctness of the expression is verified by a certain example. The results provide a theoretical basis for the further improvement of crane standards in China.
【學位授予單位】：太原科技大學
【學位級別】：碩士
【學位授予年份】：2011
【分類號】：TH215
【引證文獻】
相關(guān)碩士學位論文 前2條
1 王建華;橋式起重機主梁結(jié)構(gòu)時變可靠性評估方法研究[D];太原科技大學;2012年
2 王振雨;載荷譜編制中極值載荷確定方法及應用[D];吉林大學;2012年
，本文編號：2140926
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