Synopsis
The book deals with experimental and theoretical investigations, forming a basis for design of effective compressed concrete elements by using minimum empirical coefficients. It is shown that transverse deformations can be used as an additional ultimate limit state for such elements.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
À propos de l?auteur
Iakov Iskhakov is a Full Professor at Ariel University, Israel. The main scientific activity is focused on reinforced concrete structures and seismic resistance. He has published 14 books, more than 120 papers in scientific journals and presented about 100 lectures at national and international conferences.
Ilya Frolov obtained a PhD in 2023 from Ariel University, Israel. His scientific activity is focused on improving concrete theory, avoiding the use of empirical coefficients in design of structures and using transverse deformations and cracks development for concrete performance analysis.
Yuri Ribakov is a Head of Department of Civil Engineering at Ariel University, Israel. His research interests include reinforced concrete structures, fibered concrete, etc. He has co-authored 9 monographs, coedited 2 books, contributed 16 chapters to edited books, published more than 210 papers in journals and conference proceedings.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
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Limit States of Compressed Concrete Elements by Transverse Deformations
Edité par
CRC Press, 2025
ISBN 10 : 103273891X
ISBN 13 : 9781032738918
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Limit States of Compressed Concrete Elements by Transverse Deformations (Hardcover)
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Taylor & Francis Ltd, London, 2025
ISBN 10 : 103273891X
ISBN 13 : 9781032738918
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Hardcover. Etat : new. Hardcover. The theoretical stress-strain model for compressed concrete (Iskhakov and Ribakov, 2018), is based on the structural phenomenon and requires no empirical coefficients. It includes such main parameters of concrete behavior as stresses and strains at the border between the elastic and non-elastic behavior, ultimate elastic strains and stresses and strains at the end of the post-peak region. Particular attention was focused on the descending branch of the stress-strain diagram and on concrete elastic and plastic potentials that are important for dynamic response of concrete element section and for concrete creep.The book presents experimental and numerical results confirming this model. It deals with experimental verification of theoretical models of cracking and failure scheme for cylindrical specimens. The importance of using transverse deformations for analysis of initiation and development of inelastic deformations under high loading rates is verified. The experimental and numerical results are in good agreement with the theoretical ones, which significantly reduces the number of empirical coefficients in compressed concrete elements design. The book deals with experimental and theoretical investigations, forming a basis for design of effective compressed concrete elements by using minimum empirical coefficients. It is shown that transverse deformations can be used as an additional ultimate limit state for such elements. This item is printed on demand. Shipping may be from multiple locations in the US or from the UK, depending on stock availability. N° de réf. du vendeur 9781032738918
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Limit States of Compressed Concrete Elements by Transverse Deformations
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Limit States of Compressed Concrete Elements by Transverse Deformations
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Iakov Iskhakov is a Full Professor at Ariel University, Israel. The main scientific activity is focused on reinforced concrete structures and seismic resistance. He has published 14 books, more than 120 papers in scientific journals and presented . N° de réf. du vendeur 2343785913
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Limit States of Compressed Concrete Elements by Transverse Deformations (Hardcover)
Edité par
Taylor & Francis Ltd, London, 2025
ISBN 10 : 103273891X
ISBN 13 : 9781032738918
Neuf
Couverture rigide
Vendeur : CitiRetail, Stevenage, Royaume-Uni
Évaluation du vendeur 5 sur 5 étoiles
Hardcover. Etat : new. Hardcover. The theoretical stress-strain model for compressed concrete (Iskhakov and Ribakov, 2018), is based on the structural phenomenon and requires no empirical coefficients. It includes such main parameters of concrete behavior as stresses and strains at the border between the elastic and non-elastic behavior, ultimate elastic strains and stresses and strains at the end of the post-peak region. Particular attention was focused on the descending branch of the stress-strain diagram and on concrete elastic and plastic potentials that are important for dynamic response of concrete element section and for concrete creep.The book presents experimental and numerical results confirming this model. It deals with experimental verification of theoretical models of cracking and failure scheme for cylindrical specimens. The importance of using transverse deformations for analysis of initiation and development of inelastic deformations under high loading rates is verified. The experimental and numerical results are in good agreement with the theoretical ones, which significantly reduces the number of empirical coefficients in compressed concrete elements design. The book deals with experimental and theoretical investigations, forming a basis for design of effective compressed concrete elements by using minimum empirical coefficients. It is shown that transverse deformations can be used as an additional ultimate limit state for such elements. This item is printed on demand. Shipping may be from our UK warehouse or from our Australian or US warehouses, depending on stock availability. N° de réf. du vendeur 9781032738918
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