纤维增强自密实混凝土梁的延性研究

Priyanka Kaliraj, Shahul Hameed Masthan Ali, Dhanalakshmi Ayyanar, Kumar Rajendrakani, Velci Shridevi Paulraj
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摘要

自密实混凝土是建筑领域的重大进步之一。本研究的目的是评价钢纤维自密实混凝土和合适的M30级高效减水剂是如何呈现的。石英粉0%、5%、10%、15%、20%和钢纤维0%、0.25%、0.50%、0.75%、1%不同掺量与水泥混合后的效果。对混凝土的新龄期和硬化期进行了试验研究。通过与普通混凝土的对比,找到了石英粉与钢纤维混凝土的最佳配合比。超细颗粒石英粉可以填充孔洞,提高透气性和粘结性。因此,在自密实梁中使用这种石英粉的组合,研究探索了梁中正常和延性细节的强度和延性,并将其与标准自密实混凝土进行了比较。由于自密实混凝土本质上是脆的,添加纤维可以提高其抗拉强度和延展性。矿物外加剂改善了流动质量。
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Ductile Behaviour of Fiber Reinforced Self Compacting Concrete Beam with Alternative Detailing
Self-compacting concrete is one of the major advancements in construction. The purpose of this investigation is to evaluate how self-compacting concrete with steel fibres and the appropriate superplasticizer for M30 grade is presented. Effects of combining quartz flour 0 %,5 %,10 %, 15 %, 20 % and steel fibre 0 %,0.25 %,0.50 %,0.75 %, 1 % in varying amounts adding with cement. An experimental study was conducted on the fresh and hardened states of concrete. The optimal combination of quartz flour and steel fibre reinforced concrete was discovered while comparing the mixes to conventional concrete. Quartz flour with ultra-fine particles can fill holes and improve permeability resistance as well as bonding. As a result, utilizing this combination of quartz flour in self-compacting beams, studies explored the strength and ductile properties of normal and ductile details in beams, as well as comparing them to standard self-compacting concrete. Because self-compacting concrete is brittle by nature, adding fibres increases its tensile strength and ductility. Mineral admixtures improve the flow qualities.
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