首页> 外文期刊>Construction and Building Materials >An investigation into age-dependent strength, elastic modulus and deflection of low calcium fly ash concrete for sustainable construction
【24h】

An investigation into age-dependent strength, elastic modulus and deflection of low calcium fly ash concrete for sustainable construction

机译:对可持续建设年龄依赖性强度,低钙粉煤灰混凝土弹性模量和挠度的调查

获取原文
获取原文并翻译 | 示例
           

摘要

In the present experimental and analytical investigation, the age-dependent effect on the compressive strength, elastic modulus, and long-term behaviour of concrete having class F fly ash have been studied. The fly ash concrete mixes were prepared by replacing the cement with fly ash in the range of 25% to 60% with equivalent weight. A total of eight different mixes of plain and fly ash concrete were prepared. The strength in compression and static elastic modulus was measured experimentally at different ages varying from 7 to 180 days on cylindrical specimens for all the mixes of concrete. The reinforced concrete (RC) beams containing fly ash of overall size of 100 x 150 x 1800 mm (B x D x L) were also cast to observe the creep and shrinkage deflection under the sustained loading of 50% stress level. The microstructure study using scanning electron microscopy along with dispersive X-Ray spectroscopy on all plain and fly ash concrete mixes have also been conducted. The concrete having 40% fly ash content shows satisfactory performance at later ages (i.e. beyond 28 days) in terms of strength, modulus of elasticity, and deflection. It has been observed that the gain in strength from 28 to 180 days is more in fly ash concrete than the plain concrete. The gain in creep and shrinkage deflection from 28 to 180 days is reduced in fly ash concrete beams. Thus, the effective use of fly ash in the concrete enhances the mechanical properties due to its pozzolanic behavior. The assessment of existing models on the prediction of compressive strength and static modulus of elasticity has been done. New models for the prediction of age-dependent compressive strength and elastic modulus of concrete containing the varying percentage of fly ash have been proposed. The present experimental and analytical study can be useful for practicing engineers and designers in the design of concrete structures containing low calcium fly ash for sustainable construction. (C) 2021 Elsevier Ltd. All rights reserved.
机译:在目前的实验和分析调查中,研究了对具有F型粉煤灰的混凝土的抗压强度,弹性模量和长期行为的年龄依赖性影响。通过在25%至60%的粉煤灰用当量重量取代粉煤灰的水泥来制备粉煤灰混凝土混合物。制备了共八种不同的普通和粉煤灰混凝土。压缩和静态弹性模量的强度在实验上测量,在不同的年龄在7至180天内,在圆柱形样本上为所有混凝土混合的圆柱形试样。还施加钢筋混凝土(RC)横梁,其总尺寸为100×150×1800mm(b×d x1),以观察蠕变和收缩偏转在50%胁迫水平的持续负载下。还进行了使用扫描电子显微镜以及所有平原和飞蝇混凝土混合物的分散X射线光谱的微观结构研究。在强度,弹性模量和偏转方面,具有40%粉煤灰含量的混凝土显示在后来的年龄(即超过28天)的令人满意的性能。已经观察到,28至180天的强度的增益比普通混凝土更多的粉煤灰混凝土更多。在粉煤灰混凝土梁中减少了28至180天的蠕变和收缩偏转的增益。因此,在混凝土中的粉煤灰的有效使用增强了由于其波佐的行为而增强了机械性能。已经完成了对现有模型进行预测的现有模型,已经完成了抗压强度和静态弹性模量。已经提出了预测年龄依赖性抗压强度和含有不同粉煤灰百分比的混凝土的弹性模量的新模型。目前的实验和分析研究可用于练习工程师和设计人员在设计含有低钙粉煤灰的混凝土结构,用于可持续建设。 (c)2021 elestvier有限公司保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号