{"title":"VERIFICATION OF AVAILABLE GLASS MECHANICAL PROPERTIES AGAINST RECOMMENDATION BY THE DRAFT EUROCODE DESIGN PRACTICE","authors":"L. Šāble, K. Kalniņš","doi":"10.5755/j01.ct.68.1.18872","DOIUrl":null,"url":null,"abstract":"Glass as a structural material has strongly evolved in modern architecture. Wide windows, glass facades and even load-bearing structures make buildings appear transparent and more integrated in the surrounding environment. According to the ongoing effort by the European Committee for Electrotechnical Standardisation, only recently the notice “ Eurocode on glass in construction ” has been issued. This will make applicable the binding design practice in the EU starting from the next decade. This design practice will include, among others, the required properties of material and products, application fields, respective failure potential and failure consequences, safety and reliability approaches, principles of design, design and calculation rules for primary members, joints, connections and supports. This standard will be binding in all European countries, therefore, until then every member state should adapt these guidelines in order to make safe design practices for glass structures. At present, in Latvia there is no enforced regulation for glass-bearing structural design and a scattered view on the mechanical properties of the available glass applied for load-carrying designs. In the present verification study, laboratory testings were performed to characterise glass mechanical properties such as stiffness and bending strength of the set of specimens provided by national distributers. For this reason, a series of samples has been tested by a 4-point bending with two different geometrical settings 360 ´ 1100 mm (EN 1228-3) and short beam tests of 50 ´ 200 mm. The current research has shown that compared with the Eurocode reference values, these test results show a lower strength of the internally available raw glass panels. The cause should be merged with edge grinding technology and studied in more detail in the further analysis. DOI: http://dx.doi.org/10.5755/j01.ct.68.1.18872","PeriodicalId":22505,"journal":{"name":"the Chemical Technology","volume":"81 1","pages":"5-11"},"PeriodicalIF":0.0000,"publicationDate":"2017-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"the Chemical Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5755/j01.ct.68.1.18872","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Glass as a structural material has strongly evolved in modern architecture. Wide windows, glass facades and even load-bearing structures make buildings appear transparent and more integrated in the surrounding environment. According to the ongoing effort by the European Committee for Electrotechnical Standardisation, only recently the notice “ Eurocode on glass in construction ” has been issued. This will make applicable the binding design practice in the EU starting from the next decade. This design practice will include, among others, the required properties of material and products, application fields, respective failure potential and failure consequences, safety and reliability approaches, principles of design, design and calculation rules for primary members, joints, connections and supports. This standard will be binding in all European countries, therefore, until then every member state should adapt these guidelines in order to make safe design practices for glass structures. At present, in Latvia there is no enforced regulation for glass-bearing structural design and a scattered view on the mechanical properties of the available glass applied for load-carrying designs. In the present verification study, laboratory testings were performed to characterise glass mechanical properties such as stiffness and bending strength of the set of specimens provided by national distributers. For this reason, a series of samples has been tested by a 4-point bending with two different geometrical settings 360 ´ 1100 mm (EN 1228-3) and short beam tests of 50 ´ 200 mm. The current research has shown that compared with the Eurocode reference values, these test results show a lower strength of the internally available raw glass panels. The cause should be merged with edge grinding technology and studied in more detail in the further analysis. DOI: http://dx.doi.org/10.5755/j01.ct.68.1.18872
玻璃作为一种结构材料在现代建筑中得到了强有力的发展。宽大的窗户,玻璃幕墙,甚至承重结构,使建筑显得透明,更融入周围环境。根据欧洲电工标准化委员会的持续努力,直到最近才发布了“欧洲建筑玻璃规范”的通知。这将使绑定设计实践从下一个十年开始在欧盟适用。该设计实践将包括材料和产品所需的特性、应用领域、各自的失效可能性和失效后果、安全和可靠性方法、设计原则、主要构件、接头、连接和支撑的设计和计算规则等。该标准将在所有欧洲国家具有约束力,因此,在此之前,每个成员国都应该适应这些指导方针,以使玻璃结构的安全设计实践。目前,在拉脱维亚,对玻璃承重结构设计没有强制规定,对用于承载设计的可用玻璃的机械性能的看法也很分散。在目前的验证研究中,进行了实验室测试,以确定国家分销商提供的一套样品的玻璃机械特性,如刚度和弯曲强度。为此,一系列样品通过两种不同几何设置360´1100 mm (EN 1228-3)的4点弯曲和50´200 mm的短梁测试进行了测试。目前的研究表明,与欧洲规范的参考值相比,这些测试结果显示内部可用的原玻璃板的强度较低。其原因应与磨边技术相结合,在进一步的分析中进行更详细的研究。DOI: http://dx.doi.org/10.5755/j01.ct.68.1.18872