| dc.contributor.author | Kaklauskas, Gintaris | |
| dc.contributor.author | Sokolov, Aleksandr | |
| dc.date.accessioned | 2023-09-18T16:08:09Z | |
| dc.date.available | 2023-09-18T16:08:09Z | |
| dc.date.issued | 2021 | |
| dc.identifier.other | (SCOPUS_ID)85112639657 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/111587 | |
| dc.description.abstract | The authors have recently proposed a new concept of crack analysis based on the assumed reinforcement strain profile between the adjacent cracks. Mean crack spacing is obtained from the equality of mean strains of the tensile reinforcement assessed from the strain profile and the mean value calculated by EC2. The current study considers mean crack spacing for both tensile and bending RC members. For bending members, mean spacing is established separately for primary and secondary cracks. The current paper quantifies constitutive parameters of the model for the cases mentioned above. The model is validated against independent test data. A comparative analysis has demonstrated that the predictions of mean crack distance by the proposed model agree well with the tests of RC elements. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 253-263 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.ispartofseries | RILEM Bookseries vol. 32 2211-0844 2211-0852 | |
| dc.relation.isreferencedby | Scopus | |
| dc.source.uri | https://doi.org/10.1007/978-3-030-76547-7_21 | |
| dc.title | Crack analysis of tensile and bending RC members | |
| dc.type | Straipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB | |
| dcterms.accessRights | No part of this work may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, microfilming, recording or otherwise, without written permission from the Publisher, with the exception of any material supplied specifically for the purpose of being entered and executed on a computer system, for exclusive use by the purchaser of the work. Permission for use must always be obtained from the owner of the copyright: RILEM. | |
| dcterms.references | 23 | |
| dc.type.pubtype | P1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
| dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
| dc.subject.en | crack spacing | |
| dc.subject.en | tensile and flexural elements | |
| dc.subject.en | reinforcement strain profile | |
| dc.subject.en | mean strain | |
| dc.subject.en | primary and secondary cracks | |
| dc.subject.en | reinforced concrete | |
| dc.subject.en | stress-transfer approach | |
| dcterms.sourcetitle | Proceedings of the 3rd RILEM spring convention and conference (RSCC 2020): Vol. 1: Strategies for a resilient built environment | |
| dc.publisher.name | Springer | |
| dc.publisher.city | Cham | |
| dc.identifier.doi | 2-s2.0-85112639657 | |
| dc.identifier.doi | 85112639657 | |
| dc.identifier.doi | 10.1007/978-3-030-76547-7_21 | |
| dc.identifier.elaba | 103089640 | |
