富含砖粒再生混凝土抗剪性能研究
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河北省自然科学基金资助项目(E2015204111);河北省科学技术研究与发展计划项目(15273609D)


Study on shear resistance of brick-rich recycled concrete
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    摘要:

    为了研究富含砖粒再生混凝土的抗剪性能,制备了4组不同配合比的富含砖粒再生混凝土试件,以28 d立方体抗压强度值为变化因素,在分析立方体抗压强度对抗剪强度影响的基础上,研究了立方体抗压强度值对剪应力-应变曲线的影响。结果表明:富含砖粒再生混凝土的剪切破坏形态与普通混凝土相似,其抗剪强度随着抗压强度的提高呈显著增长趋势;建立了剪应力-应变的本构方程,提出了富含砖粒再生混凝土的剪切模量计算式。

    Abstract:

    In order to study the shear resistance of brick-rich recycled concrete, four groups with different proportions of brick-rich recycled concrete specimens were prepared.Taking 28d cube compressive strength value as variable, the influence of cube compressive strength on shear stress-strain curve was studied based on the analysis of the effect of cubical compressive strength on shear strength. The results show that the shear failure mode of recycled brick-reinforced concrete is similar to that of ordinary concrete.With the increase of compressive strength, the shear strength of recycled brick-rich recycled concrete shows an obvious increasing trend.Based on the test results, the constitutive equation of shear stress-strain was established and the formula for calculating the shear modulus of brick-rich recycled concrete was proposed.

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安新正,牛薇,张亚飞,杨莹莹.富含砖粒再生混凝土抗剪性能研究[J].河北工程大学自然版,2018,35(2):75-79

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  • 收稿日期:2018-01-20
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  • 在线发布日期: 2018-06-26
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