火灾来袭时:混凝土如何抵御高温?

Anshu Sharma, Basuraj Bhowmik
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引用次数: 0

摘要

火灾是一个同时产生光和热的过程,对生命和基础设施构成重大威胁。建筑物和结构本身既不容易受到火灾的影响,也不能完全抵御火灾;它们的脆弱性在很大程度上取决于火灾的具体原因,这些原因可能来自自然事件,也可能来自人为因素。高温会对直接受影响者的健康造成严重危害,烟雾会使人感到不适,如果建筑物不符合安全标准,安全性也会受到影响。温度升高还会造成严重的结构损坏,成为人员伤亡、经济损失和材料损坏的主要原因。本研究旨在调查混凝土梁在极端火灾条件下的热和结构行为。它采用有限元法(FEM)模拟,研究了不同温度对素混凝土和钢筋混凝土(分别为 PCC 和 RCC)的影响。此外,研究还探讨了各种等级的混凝土在严酷条件下的性能。分析表明,与低标号混凝土相比,高标号混凝土的位移、裂缝宽度、应力和应变更大,但热导率更低。这些升高的温度会在混凝土中产生严重的应力,导致膨胀、剥落和结构的潜在破坏。另一方面,钢筋混凝土在 250 摄氏度的高温下应力集中程度较低,应变最小。这些发现有助于丰富现有知识,并支持制定更完善的消防安全法规和基于性能的设计方法。
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When Fire Attacks: How does Concrete Stand up to Heat ?
Fire is a process that generates both light and heat, posing a significant threat to life and infrastructure. Buildings and structures are neither inherently susceptible to fire nor completely fire-resistant; their vulnerability largely depends on the specific causes of the fire, which can stem from natural events or human-induced hazards. High temperatures in structures can lead to severe health risks for those directly affected, discomfort due to smoke, and compromised safety if the structure fails to meet safety standards. Elevated temperatures can also cause significant structural damage, becoming the primary cause of casualties, economic losses, and material damage. This study aims to investigate the thermal and structural behavior of concrete beams when exposed to extreme fire conditions. It examines the effects of different temperatures on plain and reinforced concrete (PCC and RCC, respectively) using finite element method (FEM) simulations. Additionally, the study explores the performance of various concrete grades under severe conditions. The analysis reveals that higher-grade concrete exhibits greater displacement, crack width, stress, and strain but has lower thermal conductivity compared to lower-grade concrete. These elevated temperatures can induce severe stresses in the concrete, leading to expansion, spalling, and the potential failure of the structure. Reinforced concrete, on the other hand, shows lower stress concentrations and minimal strain up to 250{\deg}C. These findings contribute to the existing knowledge and support the development of improved fire safety regulations and performance-based design methodologies.
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