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Titlebook: Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces; Walter Kaufmann Book 1998 Springer Basel A

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书目名称Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces
编辑Walter Kaufmann
视频video
丛书名称Institut für Baustatik und Konstruktion
图书封面Titlebook: Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces;  Walter Kaufmann Book 1998 Springer Basel A
描述The present doctoral thesis was developed within the framework of the research project "Deformation Capacity of Structural Concrete". This project aims at developing a consistent and experimentally verified theory of the deformation capacity of structural concrete. Previous work included the development of a theoretical model, the so-called Tension Chord Model, which allows a comprehensive description of the load-deforma­ tion behaviour of tension members in non-prestressed and prestressed concrete struc­ tures. The present work focuses on a new theoretical model, the so-called Cracked Mem­ brane Model. For members subjected to in-plane forces this new model combines the ba­ sic concepts of the modified compression field theory and the tension chord model. Crack spacings and tension stiffening effects in cracked membranes are determined from first principles and the link to plasticity theory methods is maintained since equilibrium conditions are formulated in terms of stresses at the cracks rather than average stresses between the cracks. The research project "Deformation Capacity of Structural Concrete" has been funded by the Swiss National Science Foundation and the Association o
出版日期Book 1998
关键词bond; compression field approach; compression softening; concrete; limit analysis; planestress state; rein
版次1
doihttps://doi.org/10.1007/978-3-0348-7612-4
isbn_softcover978-3-7643-5989-8
isbn_ebook978-3-0348-7612-4
copyrightSpringer Basel AG 1998
The information of publication is updating

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发表于 2025-3-21 21:15:13 | 显示全部楼层
Walter Kaufmannation results, integrating them into a comprehensive modeling and reformulation approach, as well as an easy to use problem-solving library. Moreover this approach is demonstrated through a series of real life 978-1-4419-2132-1978-0-387-33477-6Series ISSN 1431-8598 Series E-ISSN 2197-1773
发表于 2025-3-22 00:59:15 | 显示全部楼层
Walter Kaufmannation results, integrating them into a comprehensive modeling and reformulation approach, as well as an easy to use problem-solving library. Moreover this approach is demonstrated through a series of real life 978-1-4419-2132-1978-0-387-33477-6Series ISSN 1431-8598 Series E-ISSN 2197-1773
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Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces
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Behaviour of Membrane Elements,d for and the supply of deformation capacity is possible. Hence, apart from the examination of the load-carrying behaviour of uniaxially reinforced elements presented in Chapter 5.4.3, approaches considering fixed, interlocked cracks are not further discussed. Rather, a model considering rotating, s
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Book 1998eory methods is maintained since equilibrium conditions are formulated in terms of stresses at the cracks rather than average stresses between the cracks. The research project "Deformation Capacity of Structural Concrete" has been funded by the Swiss National Science Foundation and the Association o
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tools and MIP software. To achieve this the book provides a unique collection of reformulation results, integrating them into a comprehensive modeling and reformulation approach, as well as an easy to use problem-solving library. Moreover this approach is demonstrated through a series of real life
发表于 2025-3-23 06:04:48 | 显示全部楼层
Walter Kaufmann tools and MIP software. To achieve this the book provides a unique collection of reformulation results, integrating them into a comprehensive modeling and reformulation approach, as well as an easy to use problem-solving library. Moreover this approach is demonstrated through a series of real life
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