{"title":"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","authors":"Ozgun Bozdogan , Ahmet Erdag , Anil Ozdemir","doi":"10.1016/j.cscm.2024.e03445","DOIUrl":null,"url":null,"abstract":"<div><p>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.</p></div>","PeriodicalId":9641,"journal":{"name":"Case Studies in Construction Materials","volume":null,"pages":null},"PeriodicalIF":6.5000,"publicationDate":"2024-06-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2214509524005965/pdfft?md5=7b8e467fcc5100321d7e0525bdbd9a17&pid=1-s2.0-S2214509524005965-main.pdf","citationCount":"0","resultStr":"{\"title\":\"Determination of mechanical properties of concrete and steel materials taken from buildings in Antakya after the Kahramanmaraş earthquakes\",\"authors\":\"Ozgun Bozdogan , Ahmet Erdag , Anil Ozdemir\",\"doi\":\"10.1016/j.cscm.2024.e03445\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>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.</p></div>\",\"PeriodicalId\":9641,\"journal\":{\"name\":\"Case Studies in Construction Materials\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":6.5000,\"publicationDate\":\"2024-06-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://www.sciencedirect.com/science/article/pii/S2214509524005965/pdfft?md5=7b8e467fcc5100321d7e0525bdbd9a17&pid=1-s2.0-S2214509524005965-main.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Case Studies in Construction Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214509524005965\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Case Studies in Construction Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214509524005965","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
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.
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.