圓鋼管再生混凝土構件抗側向沖擊性能試驗
發(fā)布時間：2018-11-26 10:17
【摘要】：為了給鋼管混凝土拱橋的設計與施工提供參考,針對鋼管混凝土拱橋中可以采用的鋼管再生混凝土,考慮再生混凝土粗骨料取代率、落錘高度和軸壓荷載等因素的影響,進行了側向沖擊荷載作用下兩端嵌固圓鋼管再生混凝土構件的試驗研究�？疾炝嗽偕炷链止橇先〈�、量綱一的初始動能和軸壓比對圓鋼管再生混凝土構件抗側向沖擊性能的影響,并比較其與圓鋼管普通混凝土構件的差異。研究結果表明:側向沖擊荷載作用下圓鋼管再生混凝土構件具有較好的力學性能;試件的最終形狀呈"V"字形,且跨中殘余位移隨量綱一的初始動能的增加而顯著增大。
[Abstract]:In order to provide reference for the design and construction of concrete-filled steel tube (CFST) arch bridge, considering the influence of the ratio of coarse aggregate replacement of recycled concrete, the height of drop weight and axial compression load, etc. The experimental study of recycled concrete members with circular steel tube embedded at both ends under lateral impact load was carried out. The effects of the ratio of coarse aggregate substitution of recycled concrete, the initial kinetic energy of dimension one and the axial compression ratio on lateral impact resistance of recycled concrete filled steel tubular members were investigated, and the differences between them and those of ordinary concrete filled circular steel tube members were compared. The results show that the recycled concrete-filled circular steel tube members have better mechanical properties under lateral impact loading, and the final shape of the specimen is "V" shape, and the residual displacement in the span increases significantly with the increase of initial kinetic energy of dimension one.
【作者單位】： 大連理工大學海岸和近海工程國家重點實驗室;
【基金】：國家自然科學基金項目(51121005) 遼寧省自然科學基金項目(2013020125) 中央高校基本科研業(yè)務費專項資金項目(DUT12ZD215)
【分類號】：U446;U448.33
[Abstract]:In order to provide reference for the design and construction of concrete-filled steel tube (CFST) arch bridge, considering the influence of the ratio of coarse aggregate replacement of recycled concrete, the height of drop weight and axial compression load, etc. The experimental study of recycled concrete members with circular steel tube embedded at both ends under lateral impact load was carried out. The effects of the ratio of coarse aggregate substitution of recycled concrete, the initial kinetic energy of dimension one and the axial compression ratio on lateral impact resistance of recycled concrete filled steel tubular members were investigated, and the differences between them and those of ordinary concrete filled circular steel tube members were compared. The results show that the recycled concrete-filled circular steel tube members have better mechanical properties under lateral impact loading, and the final shape of the specimen is "V" shape, and the residual displacement in the span increases significantly with the increase of initial kinetic energy of dimension one.
【作者單位】： 大連理工大學海岸和近海工程國家重點實驗室;
【基金】：國家自然科學基金項目(51121005) 遼寧省自然科學基金項目(2013020125) 中央高校基本科研業(yè)務費專項資金項目(DUT12ZD215)
【分類號】：U446;U448.33
【參考文獻】
相關期刊論文 前3條
1 鄭秋;霍靜思;陳柏生;肖巖;;不同溫度下鋼管混凝土沖擊力學性能試驗研究[J];工程力學;2009年05期
2 楊有福;;鋼管再生混凝土構件荷載-變形關系的理論分析[J];工業(yè)建筑;2007年12期
3 楊有福;馬國梁;;不銹鋼管再生混凝土彎曲性能[J];大連理工大學學報;2013年04期
【共引文獻】
相關期刊論文 前10條
1 楊有福;侯睿;;高溫后鋼管再生混凝土短柱的理論分析與試驗研究[J];防災減災工程學報;2012年01期
2 李珠;王兆;王蕊;;側向沖擊荷載作用下兩端固定鋼管混凝土構件的試驗研究[J];工程力學;2009年S1期
3 王海洋;g，
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