本文選題：城市高架橋 + 爆炸荷載　； 參考：《天津大學(xué)》2014年碩士論文

【摘要】：改革開(kāi)放以來(lái),交通系統(tǒng)作為基礎(chǔ)建設(shè)的重要組成部分發(fā)展得尤為迅猛。城市高架橋與快速路的大力發(fā)展,大大的提高了交通運(yùn)輸能力,減輕了城市交通壓力。然而,恐怖襲擊等意外爆炸事故會(huì)導(dǎo)致橋梁的損毀。炸彈在橋梁的特殊位置引爆可能會(huì)給橋梁整體結(jié)構(gòu)造成巨大破壞,導(dǎo)致城市交通癱瘓,甚至大量人員傷亡與不可估計(jì)的經(jīng)濟(jì)損失。雖然現(xiàn)階段國(guó)內(nèi)外對(duì)建筑結(jié)構(gòu)抗爆的研究已經(jīng)取得了較為豐富的成果,但關(guān)于爆炸荷載下城市高架橋的相關(guān)研究明顯不足。因此,研究城市高架橋的抗爆性能評(píng)估與防護(hù)措施,為城市橋梁的綜合防護(hù)和抗爆設(shè)計(jì)提供參考,具有重要的現(xiàn)實(shí)意義。本文開(kāi)展的主要研究如下:1、基于數(shù)值模擬提出了爆炸荷載作用下城市高架橋動(dòng)態(tài)響應(yīng)及其倒塌過(guò)程分析方法。首先,分析了城市橋梁爆炸風(fēng)險(xiǎn)源并確定了城市高架橋可能遭受的爆炸荷載。然后,基于有限元軟件ANSYS/LS-DYNA建立橋梁、炸藥和空氣模型;改變炸藥的位置和重量,得到爆炸荷載作用下橋梁關(guān)鍵部位的Von-Mises應(yīng)力分布、位移響應(yīng)和橋梁的整體破壞形態(tài),并模擬橋梁在爆炸后的損傷及倒塌過(guò)程。最后,以3跨1聯(lián)的匝道橋?yàn)檠芯繉?duì)象,進(jìn)行具體的計(jì)算與分析。2、參考建筑抗爆設(shè)防標(biāo)準(zhǔn),初步建立了城市高架橋抗爆設(shè)防標(biāo)準(zhǔn)。參考城市高架橋的結(jié)構(gòu)特點(diǎn)與抗震設(shè)計(jì)的相關(guān)規(guī)定,提出了城市高架橋的抗爆性能評(píng)估方法。首先,根據(jù)抗爆設(shè)防烈度和抗爆防護(hù)目標(biāo),確定橋梁結(jié)構(gòu)的抗爆防護(hù)等級(jí);采用風(fēng)險(xiǎn)分析的方法確定城市高架橋的爆炸風(fēng)險(xiǎn)等級(jí)。然后,依據(jù)抗爆防護(hù)等級(jí)和爆炸風(fēng)險(xiǎn)等級(jí),建立城市高架橋的抗爆設(shè)防標(biāo)準(zhǔn)。最后,利用數(shù)值模擬方法得到爆炸荷載下橋梁的損傷程度,驗(yàn)證橋梁是否達(dá)到抗爆設(shè)防標(biāo)準(zhǔn),對(duì)橋梁的抗爆性能進(jìn)行評(píng)估。3、對(duì)于不滿足抗爆性能要求的城市高架橋,提出了適用于城市高架橋的抗爆防護(hù)措施�；诔鞘懈呒軜蜃陨斫Y(jié)構(gòu)特點(diǎn)和抗爆防護(hù)要求將城市高架橋的抗爆防護(hù)措施分為抗爆安全性措施與抗爆構(gòu)造性措施。
[Abstract]:Since the reform and opening up, the traffic system as an important part of infrastructure development is particularly rapid. The development of urban viaduct and expressway greatly improves the transportation capacity and reduces the pressure of urban traffic. However, accidental explosions such as terrorist attacks can cause damage to bridges. Detonation of a bomb in a special location of a bridge may cause great damage to the overall structure of the bridge, resulting in a traffic paralysis in the city, and even a large number of casualties and incalculable economic losses. Although the research on anti-explosion of building structure has made a lot of achievements at present at home and abroad, the research on urban viaduct under explosion load is obviously insufficient. Therefore, it is of great practical significance to study the anti-explosion performance evaluation and protection measures of urban viaducts, which can provide a reference for the comprehensive protection and anti-explosion design of urban bridges. The main research work in this paper is as follows: 1. Based on the numerical simulation, the dynamic response of urban viaduct and its collapse process under explosive load are proposed. Firstly, the explosion risk sources of urban bridges are analyzed and the explosion loads of urban viaducts are determined. Then, based on the finite element software ANSYS/LS-DYNA, the bridge, explosive and air model are established, and the distribution of Von-Mises stress, displacement response and the whole failure pattern of the bridge are obtained by changing the position and weight of the explosive. The damage and collapse process of the bridge after explosion are simulated. Finally, taking the three-span and one-link ramp bridge as the research object, the concrete calculation and analysis .2. and referring to the building anti-explosion protection standard, the anti-explosion fortification standard of the city viaduct is established preliminarily. Referring to the structural characteristics of urban viaducts and the relevant provisions of seismic design, the anti-explosion performance evaluation method of urban viaducts is proposed. Firstly, according to the intensity of anti-explosion fortification and the target of anti-explosion protection, the anti-explosion protection grade of bridge structure is determined, and the explosion risk grade of urban viaduct is determined by the method of risk analysis. Then, according to the anti-explosion protection grade and explosion risk grade, the anti-explosive fortification standard of city viaduct is established. Finally, the damage degree of the bridge under explosion load is obtained by numerical simulation method, and it is verified whether the bridge meets the anti-explosion protection standard, and the anti-explosion performance of the bridge is evaluated by .3. for the urban viaduct which does not meet the requirements of anti-explosion performance, The anti-explosion protection measures suitable for city viaduct are put forward. Based on the structural characteristics of urban viaducts and the requirements of anti-explosion protection, the anti-explosion protection measures of urban viaducts are divided into anti-explosion safety measures and anti-explosive structural measures.
【學(xué)位授予單位】：天津大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：U447

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 胡志堅(jiān);唐杏紅;方建橋;;近場(chǎng)爆炸時(shí)混凝土橋梁壓力場(chǎng)與響應(yīng)分析[J];中國(guó)公路學(xué)報(bào);2014年05期

2 丁陽(yáng);方磊;李忠獻(xiàn);師燕超;;防恐建筑結(jié)構(gòu)抗爆防護(hù)分類設(shè)防標(biāo)準(zhǔn)研究[J];建筑結(jié)構(gòu)學(xué)報(bào);2013年04期

3 蔣志剛;王峗;嚴(yán)波;白志海;;爆炸荷載作用下懸索橋豎彎響應(yīng)的數(shù)值模擬[J];振動(dòng)與沖擊;2012年02期

4 丁陽(yáng);伍敏;徐龍河;李忠獻(xiàn);;鋼筋混凝土柱基于易損性曲線的地震損傷評(píng)估[J];工程力學(xué);2012年01期

5 陳華燕;曾祥國(guó);朱文吉;廖異;唐光武;;爆炸荷載作用下橋梁動(dòng)態(tài)響應(yīng)及其損毀過(guò)程的數(shù)值模擬[J];四川大學(xué)學(xué)報(bào)(工程科學(xué)版);2011年06期

6 郭樟根;曹雙寅;王安寶;孫偉民;;爆炸荷載作用下外貼FRP加固鋼筋混凝土雙向板試驗(yàn)研究[J];建筑結(jié)構(gòu)學(xué)報(bào);2011年02期

7 都浩;鄧們;杜榮強(qiáng);;爆炸荷載作用下鋼筋混凝土梁動(dòng)力響應(yīng)的數(shù)值分析[J];山東科技大學(xué)學(xué)報(bào)(自然科學(xué)版);2010年06期

8 孔德森;張偉偉;孟慶輝;門燕青;;TNT當(dāng)量法估算地鐵恐怖爆炸中的炸藥當(dāng)量[J];地下空間與工程學(xué)報(bào);2010年01期

9 盧紅琴;劉偉慶;;空中爆炸沖擊波的數(shù)值模擬研究[J];武漢理工大學(xué)學(xué)報(bào);2009年19期

10 鄧榮兵;金先龍;陳向東;杜新光;沈建奇;李政;;爆炸沖擊波作用下橋梁損傷效應(yīng)的數(shù)值仿真[J];上海交通大學(xué)學(xué)報(bào);2008年11期

相關(guān)博士學(xué)位論文 前1條

1 師燕超;爆炸荷載作用下鋼筋混凝土結(jié)構(gòu)的動(dòng)態(tài)響應(yīng)行為與損傷破壞機(jī)理[D];天津大學(xué);2009年

相關(guān)碩士學(xué)位論文 前3條

1 朱新明;鋼箱梁爆炸沖擊局部破壞數(shù)值模擬研究[D];國(guó)防科學(xué)技術(shù)大學(xué);2011年

2 李雪梅;中小跨徑梁橋經(jīng)濟(jì)比較[D];長(zhǎng)安大學(xué);2010年

3 溫巍;基于數(shù)值模擬的鋼筋混凝土矩形墩柱爆炸響應(yīng)及破壞形態(tài)研究[D];長(zhǎng)安大學(xué);2008年

，

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