A Study About the Effect of Bond between Steel Reinforcement and Concrete Under Fire Conditions

Jamal Khalaf, Zhaohui Huang, M. Fan
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引用次数: 1

Abstract

This paper gives a parametric study on the bond behaviour of reinforced concrete beams under fire conditions. The study identified some most important factors, which can affect the bond behaviour between concrete and reinforcement for reinforced concrete beam at elevated temperatures. These factors such as: steel bar yielding, concrete cover, concrete compressive strength and concrete spalling. The results indicated that concrete cover has a great influence on the bond strength by providing the confinement to the reinforcement. Also, the impact of concrete spalling on the beam is significant for both full bond and partial bond cases. In this study, finite element software VULCAN is used to analyse the beam under fire condition.
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火灾条件下钢筋与混凝土粘结效果的研究
本文对火灾条件下钢筋混凝土梁的粘结性能进行了参数化研究。研究确定了影响高温下钢筋混凝土梁混凝土与钢筋粘结性能的一些重要因素。这些因素如:钢筋屈服,混凝土覆盖,混凝土抗压强度和混凝土剥落。结果表明,混凝土保护层对钢筋起到约束作用,对粘结强度有较大影响。此外,混凝土剥落对梁的影响是显著的全粘结和部分粘结的情况下。在本研究中,采用有限元软件VULCAN对火灾条件下的梁进行分析。
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