Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards
The present research deals with the cyclic and standard pull-out resistance of deformed steel bars embedded in lightweight and normal concrete. This paper is a continuation of a previous paper, where the experimental results are detailed. In the present paper, the experimental results are set agains...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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MDPI AG
2023-01-01
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| Series: | CivilEng |
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| Online Access: | https://www.mdpi.com/2673-4109/4/1/6 |
| _version_ | 1797612664949571584 |
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| author | Zoltán Gyurkó Tamás Kovács Levente Jakab Rita Nemes |
| author_facet | Zoltán Gyurkó Tamás Kovács Levente Jakab Rita Nemes |
| author_sort | Zoltán Gyurkó |
| collection | DOAJ |
| description | The present research deals with the cyclic and standard pull-out resistance of deformed steel bars embedded in lightweight and normal concrete. This paper is a continuation of a previous paper, where the experimental results are detailed. In the present paper, the experimental results are set against the formulas and the diagrams provided by the Eurocode standard and the Model Code 1990, and then a comparative discussion is performed. In the case of cyclic loading, the damage defined by the Palmgren–Miner hypothesis, as well based on the recommendations of various national annexes of Eurocode and the Model Code, is calculated. A multiplier corresponding to the maximum load is calculated, which indicates by how much the applied load should be multiplied to obtain a damage value equal to 1. |
| first_indexed | 2024-03-11T06:44:14Z |
| format | Article |
| id | doaj.art-e62356d27c6b42ee887add6ccbc06941 |
| institution | Directory Open Access Journal |
| issn | 2673-4109 |
| language | English |
| last_indexed | 2024-03-11T06:44:14Z |
| publishDate | 2023-01-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | CivilEng |
| spelling | doaj.art-e62356d27c6b42ee887add6ccbc069412023-11-17T10:23:33ZengMDPI AGCivilEng2673-41092023-01-0141688210.3390/civileng4010006Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in StandardsZoltán Gyurkó0Tamás Kovács1Levente Jakab2Rita Nemes3Department of Construction Materials and Technologies, Budapest University of Technology and Economics, Műegyetem rkp. 3, 1111 Budapest, HungaryDepartment of Structural Engineering, Budapest University of Technology and Economics, Műegyetem rkp. 3, 1111 Budapest, HungaryDepartment of Construction Materials and Technologies, Budapest University of Technology and Economics, Műegyetem rkp. 3, 1111 Budapest, HungaryDepartment of Construction Materials and Technologies, Budapest University of Technology and Economics, Műegyetem rkp. 3, 1111 Budapest, HungaryThe present research deals with the cyclic and standard pull-out resistance of deformed steel bars embedded in lightweight and normal concrete. This paper is a continuation of a previous paper, where the experimental results are detailed. In the present paper, the experimental results are set against the formulas and the diagrams provided by the Eurocode standard and the Model Code 1990, and then a comparative discussion is performed. In the case of cyclic loading, the damage defined by the Palmgren–Miner hypothesis, as well based on the recommendations of various national annexes of Eurocode and the Model Code, is calculated. A multiplier corresponding to the maximum load is calculated, which indicates by how much the applied load should be multiplied to obtain a damage value equal to 1.https://www.mdpi.com/2673-4109/4/1/6lightweight aggregatepull-out testreinforced concreteexpanded clayEurocode |
| spellingShingle | Zoltán Gyurkó Tamás Kovács Levente Jakab Rita Nemes Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards CivilEng lightweight aggregate pull-out test reinforced concrete expanded clay Eurocode |
| title | Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards |
| title_full | Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards |
| title_fullStr | Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards |
| title_full_unstemmed | Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards |
| title_short | Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards |
| title_sort | consideration of unidirectional cyclic loading on bond in reinforced lightweight concrete in standards |
| topic | lightweight aggregate pull-out test reinforced concrete expanded clay Eurocode |
| url | https://www.mdpi.com/2673-4109/4/1/6 |
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