Affiliation:
1. Institute of Structural Concrete RWTH Aachen University Aachen Germany
Abstract
AbstractNew design provisions for anchorage and lap design, based on Model Code 2010 and the related background document, have been proposed for the next generation of Eurocode 2 (prEC2). In this article, the new provisions are examined and compared with the provisions in current Eurocode 2 (EC2). In the first of the three parts of this study, design examples are developed to show the practicability and effectiveness of the new design provisions. In the second part, parametric studies are carried out to check the generality of the new provisions and to clarify the roles of the main input parameters controlling the design of anchorages and laps. In the third part, a comparison is made between the predictions based on the new provisions and the results of a large database reported in the literature. To improve the fitting of the test results, adjustments are proposed for the coefficients appearing in the provisions of prEC2. The proposed adjustments—that may be introduced into National Annexes—ensure a sufficient level of safety of the new provisions for the design of anchorages and laps.
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Reference29 articles.
1. CEN /TC 250/SC 2/WG 1 (2021) prEN 1992‐1‐1/2021‐09.Eurocode 2: Design of concrete structures—Part 1‐1: General rules for buildings bridges and civil engineering structures stable version by Project Team SC2.T1.
2. European Committee for Standardisation.Eurocode 2: design of concrete structures—part 1–1: general rules and rules for buildings.2004.
3. Fédération internationale du béton.Bond And anchorage of embedded reinforcement: background to the fib model code for concrete structures 2010: fib bulletin 72 Lausanne.2014.
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献