Durability and Cover Depth Provisions in Next Eurocode 2. Background Modelling and Calculations

IF 0.1 Q4 ENGINEERING, CIVIL
C. Andrade, D. Izquierdo
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引用次数: 3

Abstract

Codes contain calculation rules of general acceptance that have demonstrated to enable the building of safe enough structures with very low probability of failure. Any new method to be introduced, should be based in a consensus among experts and based in the experience. Until present, the durability is treated in the Codes following the so called “prescriptive” approach that is based in the limiting of the constituents of concrete, applying a correct curing and limiting the presence of deleterious substances as chlorides and the crack related to serviceability conditions. In the paper are described the changes introduced in the verification of durability in the new current draft of EN 1992-1-1:2010. The main changes are based in a first trial to make durability design by a performance approach to the cover depths for avoiding reinforcement corrosion that were calculated through service life models, but the covers are given in function of a new concept: the Exposure Resistance classes (ERC) which substitute the present “structural classes”. The calculations are not explicit in the Code, because they do not intrinsically imply a higher precision, but only more rational and harmonization to solve some inconsistences. In the paper is also presented the definition and scope of the ERC’s which will be regulated in a next draft standard named: EN206-100. Present method to verify the durability as indicated in present EN-206 (reproduced in Annex P of the current draft of EN 1992-1-1), will be retained for a transition period and it could continue to be applied. Providing the method introducing the ERC’s is based in a new approach and safety format, the coherence with this previous method cannot be guaranteed, but the application of one or other route will give the desired level of durability.
下一个欧洲法规2中的耐久性和覆盖深度规定。背景建模和计算
规范包含普遍接受的计算规则,这些规则已被证明能够以极低的失效概率建造足够安全的结构。要采用的任何新方法都应以专家之间的共识和经验为基础。到目前为止,耐久性在规范中是按照所谓的“规定性”方法处理的,这种方法基于对混凝土成分的限制,采用正确的养护方法,限制氯化物等有害物质的存在,以及与使用条件相关的裂缝。本文描述了EN 1992-1-1:2010新现行草案中耐久性验证方面的变化。主要的变化是基于第一次试验,通过对覆盖深度的性能方法进行耐久性设计,以避免通过使用寿命模型计算的钢筋腐蚀,但覆盖是在一个新概念的作用下给出的:暴露阻力等级(ERC),取代了目前的“结构等级”。代码中没有明确的计算,因为它们本质上并不意味着更高的精度,而只是为了解决一些不一致的问题而更加合理和协调。本文还介绍了ERC的定义和范围,将在下一个标准草案EN206-100中进行规范。现行EN-206规定的检验耐久性的现行方法(转载于EN 1992-1-1现行草案附件P)将保留一段过渡期,并可继续适用。如果引入ERC的方法是基于一种新的方法和安全格式,则不能保证与先前方法的一致性,但应用其中一种或另一种路线将获得所需的耐久性水平。
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来源期刊
Hormigon y Acero
Hormigon y Acero ENGINEERING, CIVIL-
CiteScore
0.50
自引率
0.00%
发文量
4
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