水下懸浮隧道錨索松弛—張緊過程中的動(dòng)態(tài)張力研究
[Abstract]:At present, although the underwater suspended tunnel has not completed a specific project in the world, but because of its comprehensive advantages in deep water crossing, experts and scholars have more and more research on the relevant aspects of underwater suspended tunnel. Unfortunately, there is little research on dynamic tension in the process of loose-tensioning of anchor cable in underwater suspended tunnel, but the impact tension of anchor cable has great damage to underwater suspended tunnel. It is hoped that the study of dynamic tension of anchor cable in this paper can provide some reference value for the later study of underwater suspended tunnel. In this paper, the static state, dynamic calculation and influencing factors of anchor cable in underwater suspension tunnel are discussed. The main contents are as follows: (1) the research situation of underwater suspended tunnel at home and abroad is briefly described from two aspects: (1) the theoretical overview and structural analysis. (2) the four arrangement methods of anchor cable and the basic theory of stress wave are expounded, among which, The forming conditions of stress wave and the related propagation methods are introduced. (3) the static configuration diagram and dynamic configuration diagram of anchor cable are analyzed respectively, and the static and dynamic configuration diagram of anchor cable are obtained. Then the work of anchor cable under dynamic action is analyzed by using Hamiltonian principle and energy method. (4) according to the summary of work done by anchor cable, the nonlinear motion equation of anchor cable in underwater suspension tunnel is derived, and the external force of anchor cable is also considered. Then, the equations of motion are simplified by Galerkin method, and then solved by MATLAB software, and the curve of response of cable motion is described. (5) the harmonic excitation and the propagation of strain at the end of the cable are analyzed. Then the relaxation of anchor cable, relaxation-tensioning and tensioning are calculated and analyzed respectively. Among them, the limiting conditions of the possible parametric resonance motion of the cable and tube are discussed. (6) the influence of the position of the cable, the excitation frequency, the amplitude of the excitation and the length of the cable on the dynamic tension of the cable is discussed.
【學(xué)位授予單位】:聊城大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2017
【分類號】:U459.5
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 晁春峰;項(xiàng)貽強(qiáng);楊贏;何余良;王湛;;懸浮隧道水下錨索抑振裝置試驗(yàn)研究[J];振動(dòng)工程學(xué)報(bào);2016年04期
2 晁春峰;項(xiàng)貽強(qiáng);林建平;;基于流固耦合的錨索渦激振動(dòng)抑制方法研究[J];力學(xué)與實(shí)踐;2015年06期
3 李頌;林鋼;巫志文;;水中懸浮隧道錨索參數(shù)振動(dòng)分析和控制[J];海洋工程;2015年06期
4 焦雙健;姜尚宏;;不同錨索布置下千島湖懸浮隧道受力分析[J];公路;2015年10期
5 劉斌;劉祚秋;巫志文;;組合滑動(dòng)邊界下懸浮隧道錨索渦激振動(dòng)的穩(wěn)定性分析[J];公路;2015年07期
6 劉斌;劉祚秋;巫志文;;兩種邊界條件下水下懸浮隧道錨索渦激振動(dòng)的穩(wěn)定性比較分析[J];中山大學(xué)學(xué)報(bào)(自然科學(xué)版);2015年04期
7 閆宏生;楊國彬;余建星;;水下懸浮隧道選型研究[J];施工技術(shù);2015年07期
8 劉海燕;陳開利;;墨西拿海峽大橋上部結(jié)構(gòu)設(shè)計(jì)[J];中外公路;2015年01期
9 羅剛;周曉軍;;懸浮隧道錨索渦激疲勞損傷分析[J];西南交通大學(xué)學(xué)報(bào);2014年04期
10 蘇志彬;孫勝男;;考慮錨索松弛狀態(tài)的懸浮隧道參數(shù)振動(dòng)響應(yīng)分析[J];人民長江;2014年04期
,本文編號:2160363
本文鏈接:http://sikaile.net/kejilunwen/daoluqiaoliang/2160363.html