测定卡赫拉曼马拉什地震后从安塔基亚建筑物中提取的混凝土和钢材的力学性能

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ozgun Bozdogan , Ahmet Erdag , Anil Ozdemir
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引用次数: 0

摘要

袭击安塔基亚市中心的卡赫拉曼马拉什(Kahramanmaraş)地震造成了严重的结构性破坏,这凸显了了解其根本原因并制定有效缓解策略的必要性。本实验研究旨在通过研究建筑材料的缺陷,探究所观察到的结构损坏背后的原因。通过全面的实验室测试,进行了详细的分析,以确定导致灾区结构脆弱性的因素。为了模拟地震期间的情况,对包括混凝土和钢筋在内的各种建筑材料进行了严格测试。结果显示,混凝土的质量存在差异,一些样品的抗压强度较低、骨料混合比例不正确、碳化程度随时间加深以及渗透性较高,这表明结构的完整性存在潜在缺陷。此外,对钢筋样本的检查还发现存在锈蚀和粘结强度不足的问题,从而影响了结构的承载能力。这些缺陷严重影响了地震中钢筋混凝土构件的性能,导致局部失效,增加了脆弱性。除这些测试外,还复制了具有相同性能的圆柱形混凝土构件,以检验混凝土与钢材的粘合界面。在生产阶段,将从现场收集的 Ø8 钢筋放入混凝土构件中。对制作的 48 个测试样本进行了拉伸测试。特别是,在非常低的荷载下,对没有肋骨且混凝土抗压强度较低的试验构件进行了拉拔试验,以模拟现场情况。实验结果为了解卡赫拉曼马拉什地震后哈塔伊地区结构损坏的原因提供了宝贵的见解。在混凝土和钢筋等建筑材料中发现的缺陷凸显了在施工过程中采取严格质量控制措施的重要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determination of mechanical properties of concrete and steel materials taken from buildings in Antakya after the Kahramanmaraş earthquakes

The Kahramanmaraş earthquakes that struck the Antakya downtown resulted in significant structural damage, highlighting the need to understand the underlying causes and develop effective mitigation strategies. This experimental study aims to investigate the reasons behind the observed structural damage by examining defects in building materials. Through comprehensive laboratory testing, a detailed analysis was conducted to identify the factors contributing to the vulnerability of structures in the affected area. To simulate the conditions experienced during the earthquake, various building materials, including concrete and reinforcement steel, were subjected to rigorous testing. The results revealed variations in concrete quality, with some samples exhibiting lower compression strength, incorrect aggregate mixing ratios, deepening of carbonation over time and higher permeability, indicating potential weaknesses in the structural integrity. Furthermore, the examination of reinforcement steel samples revealed the presence of corrosion and inadequate bond strength, compromising the load-bearing capacity of the structures. These defects significantly affected the performance of reinforced concrete elements during the earthquake, leading to localized failures and increased vulnerability. In addition to these tests, cylindrical concrete elements with the same properties were reproduced to examine the concrete-steel adhesion interface. Ø8 reinforcements collected from the field was placed in the concrete elements during the production phase. Tensile tests were carried out on 48 test samples produced. In particular, pull-out tests of test elements without ribs and with low concrete compression strength, simulating the field, were completed at very low loads. The experimental results provide valuable insights into the causes of structural damage observed in the Hatay region following the Kahramanmaraş earthquakes. The identified defects in building materials, such as concrete and reinforcement steel, highlight the importance of stringent quality control measures during construction.

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来源期刊
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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