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Experimental Study of Fire Effects on Compressive Strength of Normal-Strength Concrete Supported With Nanomaterials Additives

机译:纳米材料添加剂支撑常强度混凝土抗压强度的试验研究

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Fire in buildings is nearly always man- made, i.e. resulting from negligence or error, which can cause immense damage in terms of lives and property. Concrete is widely used as a primary structural material in construction due to numerous advantages, such as strength, durability, ease of fabrication, but one of the most important advantages of concrete over other buildings materials (steel, wood,) is its fire resistive properties. Fire resistance can be defined as the ability of concrete to enable the structural elements to withstand fire or to give protection from it [1]. This includes the competence to resist a fire or to continue to perform a given structural function, or both. Concrete regard as a fireproof because of its incombustibility and its ability to withstand high temperature without collapse. However, its properties can change dramatically when exposed to high temperature and many problems were experienced with concrete in fire such as deterioration in mechanical properties. A number of complex physicochemical reactions take place when concrete is heated, causing mechanical properties as compressive strength and stiffness to deteriorate. Using nanomaterials as additives into concrete production to improve its mechanical properties has emerged as a promising research field nowadays. A better understanding of complex structure of concrete based materials incorporating supplementary cementing materials at Nano-level may result in a new generation of concrete, stronger and more durable, with desired stress-strain behavior and possibly, with the whole range of newly introduced "smart" properties. Nanomaterials are very reactive because of the particle's small size and large surface area and have great potential in improving concrete and cement properties such as compressive strength, permeability cement mortar, flexural resistance [2]. This study investigates the effect of nanoparticles on the compressive strength of normal-strength concrete after fire exposure. The experimental program focused on the effect of using Nano silica, Nano clay, and hybrid from both of them on some durability properties of concrete produced with the three materials as a partial replacement of cement at different ratios for each one.
机译:建筑物中的火灾几乎总是人们,即疏忽或错误导致,这可能导致生活和财产方面的巨大损害。混凝土广泛用作施工中的主要结构材料,如众多优点,如强度,耐用性,易于制造,而是混凝土在其他建筑物(钢材,木材)上最重要的优势之一是其防火性能。耐火性可以被定义为混凝土使结构元件能够承受火灾或保护其保护[1]。这包括抵抗火灾或继续执行给定结构功能或两者的能力。混凝土视为防火,因为它的不含量可燃,其承受高温而无需坍塌的能力。然而,当暴露于高温时,它的性质可以显着变化,并且在火中的混凝土中经历了许多问题,例如机械性能的恶化。加热混凝土时发生许多复杂的物理化学反应,使机械性能作为压缩强度和刚度以劣化。使用纳米材料作为添加剂融入混凝土生产,以改善其机械性能,现在已成为一个有前途的研究领域。更好地了解纳米水平补充胶结材料的混凝土材料复杂结构可能导致新一代混凝土,更强,更耐用,具有所需的应力 - 应变行为,可能是新介绍的全系列的“智能” “ 特性。由于颗粒的小尺寸和大表面积,纳米材料是非常有反应性,并且具有改善混凝土和水泥性能的巨大潜力,例如压缩强度,渗透性水泥砂浆,抗弯曲性[2]。本研究研究了纳米颗粒对火灾暴露后正常强度混凝土抗压强度的影响。实验程序专注于使用纳米二氧化硅,纳米粘土和杂合物的效果,从它们两者上用三种材料产生的混凝土的一些耐久性特性,作为每一个不同比例的水泥的部分替代水泥。

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