【摘要】：摘要：薄壁箱梁由于具有抗扭剛度大、自重輕、跨越能力大及施工方便等優(yōu)點(diǎn),在現(xiàn)代橋梁中得到廣泛地應(yīng)用,但薄壁箱梁存在剪力滯效應(yīng),對(duì)結(jié)構(gòu)安全有影響。我國(guó)預(yù)應(yīng)力混凝土連續(xù)箱梁橋大多采用懸臂施工法,施工過(guò)程中剪力滯效應(yīng)突出,忽略施工過(guò)程中的剪力滯效應(yīng)會(huì)使結(jié)構(gòu)存在安全隱患。國(guó)內(nèi)關(guān)于懸臂澆筑混凝土箱梁施工過(guò)程中梁體剪力滯效應(yīng)的研究較少,本文針對(duì)這種狀況開(kāi)展試驗(yàn)與計(jì)算分析,主要研究?jī)?nèi)容如下： (1)在一座采用懸臂澆筑施工的預(yù)應(yīng)力混凝土箱梁橋的一個(gè)截面的頂、底板設(shè)置多個(gè)應(yīng)變傳感器,監(jiān)測(cè)施工中梁體自重、掛籃自重、混凝土澆筑、預(yù)應(yīng)力張拉等工況下截面的應(yīng)力。 (2)分析了不同工況下箱梁頂、底板實(shí)測(cè)應(yīng)力沿橫向分布情況,討論了實(shí)測(cè)應(yīng)力的剪力滯規(guī)律。 (3)采用空間有限元分析軟件,模擬計(jì)算了箱梁頂?shù)装鍛?yīng)力在懸臂施工階段的剪力滯效應(yīng),與實(shí)驗(yàn)數(shù)據(jù)進(jìn)行了對(duì)比分析。 (4)采用空間有限元分析軟件,模擬并分析了箱梁最大懸臂狀態(tài)下沿橋梁跨度方向剪力滯變化情況,對(duì)剪力滯影響因素寬跨比進(jìn)行深入探討。 (5)實(shí)測(cè)并分析了環(huán)境溫度變化引起的溫度效應(yīng)對(duì)剪力滯的影響。
[Abstract]:Abstract: Thin-walled box girder is widely used in modern bridges because of its high torsional stiffness, light deadweight, large span capacity and convenient construction, but the shear lag effect exists in thin-walled box girder, which has an impact on structural safety. The research on shear lag effect of cantilever concrete box girder in the construction process is less in China. This paper carries out the test and calculation analysis for this situation. The main research contents are as follows:
(1) On the top of one section of a prestressed concrete box girder bridge constructed by cantilever casting, a plurality of strain sensors are installed on the bottom plate to monitor the stress of the section under the conditions of girder weight, hanging basket weight, concrete pouring and prestressed tension.
(2) The transverse distribution of measured stress along the top and bottom of box girder under different working conditions is analyzed, and the shear lag law of measured stress is discussed.
(3) The shear lag effect of box girder roof and floor stress during cantilever construction is simulated and analyzed by using the spatial finite element analysis software.
(4) The variation of shear lag along the span direction of box girder under the maximum cantilever state is simulated and analyzed by using the spatial finite element analysis software, and the influencing factors of shear lag width-span ratio are discussed in depth.
(5) measured and analyzed the effect of temperature effect caused by environmental temperature change on shear lag.
【學(xué)位授予單位】：北京交通大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類(lèi)號(hào)】：U445;U441.5

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 何黎;陳世民;;常截面懸臂箱形梁負(fù)剪力滯效應(yīng)分析[J];成都大學(xué)學(xué)報(bào)(自然科學(xué)版);2011年01期

2 張士鐸 ,丁蕓;變截面懸臂箱梁負(fù)剪力滯差分解[J];重慶交通學(xué)院學(xué)報(bào);1984年04期

3 羅旗幟,俞建立;變截面箱梁的負(fù)剪力滯[J];重慶交通學(xué)院學(xué)報(bào);1997年03期

4 王慧東;強(qiáng)士中;;壓彎荷載下懸臂箱梁剪滯效應(yīng)的三桿比擬法[J];河北農(nóng)業(yè)大學(xué)學(xué)報(bào);2006年06期

5 李陽(yáng)初;淺談?lì)A(yù)應(yīng)力剪力滯對(duì)橋梁的影響[J];湖南交通科技;2000年03期

6 羅旗幟,吳幼明;薄壁箱梁剪力滯理論的評(píng)述和展望[J];佛山科學(xué)技術(shù)學(xué)院學(xué)報(bào)(自然科學(xué)版);2001年03期

7 羅旗幟;曲線箱梁有限條法計(jì)算程序[J];佛山大學(xué)學(xué)報(bào);1993年04期

8 蔡松柏,程翔云,邵旭東;ㄇ形梁剪力滯效應(yīng)的解析解[J];工程力學(xué);2003年05期

9 曹?chē)?guó)輝;方志;;變分原理分析連續(xù)箱梁開(kāi)裂后的剪力滯效應(yīng)[J];工程力學(xué);2007年04期

10 陳玉驥;羅旗幟;劉光棟;;薄壁曲線箱梁考慮材料彈塑性的剪力滯效應(yīng)[J];工程力學(xué);2008年04期

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