首页|装配式BFRP型材-混凝土新型组合梁受弯性能研究

装配式BFRP型材-混凝土新型组合梁受弯性能研究

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为了分析装配式组合梁的抗弯性能,文中利用四点弯曲梁试验,对不锈钢管材、BFRP型材、复合管材制作的新型组合梁的抗弯性能进行对比研究.结果表明,3 种装配式BFRP型材-混凝土新型组合梁的破坏模式为无裂缝阶段-纯弯段裂缝发展阶段-斜裂缝发展阶段-梁混凝土破碎阶段.复合管材混凝土新型组合梁的裂纹数量较多,但均为微裂纹,裂纹宽度较小;复合管材的混凝土新型组合梁承受的极限荷载最高为127.9 kN,跨中挠度最低为19.2 mm,跨中应变最低为2 700 με,复合管材-闭合式斜箍筋-混凝土新型组合梁具有更强的承载能力和抗变形能力.
Research on Flexural Performance of New Composite Beams with Fabricated BFRP Profiles and Concrete
In order to analyze the flexural properties of prefabricated composite beams,the four-point bending beam test was used to compare the flexural properties of new composite beams made of stainless steel pipes,BFRP profiles and composite pipes.The results show that the fail-ure modes of the three new assembled BFRP profile-concrete composite beams are no crack stage,pure bend crack development stage,oblique crack development stage and beam concrete crushing stage.There are more cracks in the new composite concrete beams,but all of them are micro cracks and the crack width is small.The maximum limit load of the new composite concrete beam is 127.9 kN,the minimum mid-span deflection is19.2 mm,and the minimum mid-span strain is 2 700 με.The new composite pipe-closed inclined stirrup concrete composite beam has stronger bearing capacity and deformation resistance.

Assembled typeComposite beamBending resistance

王昊宇

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山东同创设计咨询集团有限公司,山东 济南 250000

装配式 组合梁 抗弯性能

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(4)
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