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Confinement effectiveness of Timoshenko and Euler Bernoulli theories on buckling of microfilaments

机译:Timoshenko和Euler Bernoulli理论对微丝屈曲的限制效果

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摘要

Rice Husk Ash (RHA) geopolymer paste activated by sodium aluminate were characterized by X-ray diffractogram (XRD), scanning electron microscope (SEM), energy dispersion X-Ray analysis (EDAX)and fourier transform infrared spectroscopy (FTIR). Five series of RHA geopolymer specimens were prepared by varying the Si/Al ratio as 1.5, 2.0, 2.5, 3.0 and 3.5. The paper focuses on the correlation of microstructure with hardened state parameters like bulk density, apparent porosity, sorptivity, water absorption and compressive strength. XRD analysis peaks indicates quartz, cristobalite and gibbsite for raw RHA and new peaks corresponding to Zeolite A in geopolymer specimens. In general, SEM micrographs show interconnected pores and loosely packed geopolymer matrix except for specimens made with Si/Al of 2.0 which exhibited comparatively better matrix. Incorporation of Al from sodium aluminate were confirmed with the stretching and bending vibration of Si-O-Si and O-Si-O observations from the FTIR analysis of geopolymer specimen. The dense microstructure of SA2.0 correlate into better performance in terms of 28 days maximum compressive strength of 16.96 MPa and minimum for porosity, absorption and sorptivity among the specimens. However, due to the higher water demand to make the paste workable, the value of porosity, absorption and sorptivity were reportedly higher as compared with other geopolymer systems. Correlation regression equations were proposed to validate the interrelation between physical parameters and mechanical strength. RHA geopolymer shows comparatively lower compressive strength as compared to Fly ash geopolymer.
机译:通过铝酸钠激活的稻壳灰(RHA)地缘糊状物,其特征在于X射线衍射图(XRD),扫描电子显微镜(SEM),能量分散X射线分析(EDAX)和傅立叶变换红外光谱(FTIR)。通过改变Si / Al比为1.5,2.0,2.5,3.0和3.5,制备五系列的rha地缘聚合物样本。本文侧重于微观结构与硬化状态参数的相关性,如散装密度,表观孔隙率,吸水性,吸水性和抗压强度。 XRD分析峰表示原始RHA的石英,Cristobalite和Gibbsite对应于地质聚合物样本中的沸石A对应的新峰。通常,除了用2.0的Si / Al制备的样品,展示互连的孔和松散的填充地质聚合物基质,其表现出相对更好的基质。用Si-O-Si和O-Si-O观察的拉伸和弯曲振动来证实Al从铝酸钠中掺入来自地质聚合物样本的FTIR分析的振动振动。 SA2.0的致密微观结构在28天的最大抗压强度为16.96MPa的最大抗压强度和试样之间的孔隙率,吸收和吸附性最小的性能。然而,由于较高的水需求使糊状物可行,据报道,与其他地质聚合物系统相比,据报道,孔隙率,吸收和吸附性的价值较高。提出相关回归方程以验证物理参数与机械强度之间的相互关系。与粉煤灰地质聚合物相比,rha地缘聚合物显示相对较低的抗压强度。

著录项

  • 来源
    《Advances in Concrete Construction》 |2021年第1期|81-88|共8页
  • 作者单位

    Univ Azad Jammu & Kashmir Dept Math Muzaffarabad 1300 Azad Kashmir Pakistan;

    Prince Sattam Bin Abdulaziz Univ Coll Engn Civil Engn Dept BP 655 Al Kharj 16273 Saudi Arabia|Univ Carthage Polytech Sch Tunisia Lab Syst & Appl Mech Tunis Tunisia;

    Govt Coll Univ Faisalabad Dept Math Faisalabad 38000 Pakistan;

    Univ Azad Jammu & Kashmir Dept Math Muzaffarabad 1300 Azad Kashmir Pakistan;

    Univ Azad Jammu & Kashmir Dept Math Muzaffarabad 1300 Azad Kashmir Pakistan|Univ Poonch Rawalwkot Dept Math Azad Kashmir 12350 Pakistan;

    King Faisal Univ Coll Sci Dept Phys POB 400 Al Hasa 31982 Saudi Arabia;

    Univ Azad Jammu & Kashmir Dept Math Muzaffarabad 1300 Azad Kashmir Pakistan;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    rice husk ash; sodium aluminate; XRD; SEM EDAX; FTIR;

    机译:稻壳灰;铝酸钠;XRD;SEM edax;FTIR;

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