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首页> 外文期刊>MATEC Web of Conferences >Axial Compression Properties Nonlinear Analysis on Square Double Skin Steel Stub Short Columns Filled with Recycled Concrete
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Axial Compression Properties Nonlinear Analysis on Square Double Skin Steel Stub Short Columns Filled with Recycled Concrete

机译:轴向压缩性能非线性分析正方形双皮钢短柱,填充再循环混凝土

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摘要

Taking the mixing amount of diatomite calcined and vitrified micro bubbles(VMB) as the main changing parameters, experiment studies the properties of the vitrified micro bubbles recycled concrete blocks; then this paper adopts the finite element software ANSYS to analyze the square double skin steel stub short columns filled with recycled concrete under axial compression. According to the vertical stress distribution, strain and bearing capacity of the steel tube and core concrete, we make a contrastive axial compression properties analysis on the different hollow ratio χ(0,0.35)and the VMB content(0%,100%,130%) of square double skin steel stub short columns filled with recycled concrete. The result shows that: Compressive strength of VMB recycled concrete increases with the increase of diatomite calcined content, when mixing amount of diatomite calcined is 3%,the compressive strength of 130% VMB content test specimen can reach 32.45 MPa;Because of the inner circular steel tube is setted which strengthening component buckling capacity and improving the ductility of the component, stress distribution of hollow components is more balance than solid components, and their axial displacements decrease by 5.6% compared with the solid components when they reach ultimate bearing capacity; When the hollow ratio is same, ultimate bearing capacity of 130% VMB content test specimen compared with the content is 0% only reduces by about 3.5%; When the VMB content is same, ultimate bearing capacity of hollow components compared with solid components increases by about 2.5%, which reducing weight as well as improving the anti-seismic performance.
机译:采用硅藻土的混合量煅烧和玻璃化微气泡(VMB)作为主要变化参数,实验研究了玻璃化微气泡再循环混凝土块的性质;然后,本文采用了有限元软件ANSYS,分析轴向压缩下填充有再循环混凝土的方形双皮钢短柱短柱。根据钢管和芯混凝土的垂直应力分布,应变和承载力,我们对不同中空比率的对比轴向压缩性能分析χ(0.0.35)和VMB含量(0%,100%,130 %)平方双皮钢短柱短柱,填充有再循环混凝土。结果表明:VMB再循环混凝土的抗压强度随着硅藻土煅烧含量的增加而增加,当煅烧的硅藻土的混合量为3%时,130%VMB含量试样的抗压强度可以达到32.45MPa;因为内部圆形钢管被定位,加强组分屈曲能力和改善组分的延展性,中空组分的应力分布比固体组分更平衡,并且当它们达到最终承载能力时,它们的轴向位移与固体组分相比减少了5.6%;当中空比相同时,与含量相比,130%VMB含量试样的最终承载力为0%,仅减少约3.5%;当VMB含量相同,与固体组分相比的中空组分的最终承载能力增加约2.5%,减轻了重量,提高了抗震性能。

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