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Titlebook: Experimental and Theoretical Investigations of Steel-Fibrous Concrete; Jacek Tejchman,Jan Kozicki Book 2010 Springer Berlin Heidelberg 201

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發(fā)表于 2025-3-21 18:23:36 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Experimental and Theoretical Investigations of Steel-Fibrous Concrete
編輯Jacek Tejchman,Jan Kozicki
視頻videohttp://file.papertrans.cn/319/318982/318982.mp4
概述Summarizes the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments.Describes a fracture process at meso-scale b
叢書名稱Springer Series in Geomechanics and Geoengineering
圖書封面Titlebook: Experimental and Theoretical Investigations of Steel-Fibrous Concrete;  Jacek Tejchman,Jan Kozicki Book 2010 Springer Berlin Heidelberg 201
描述Concrete is still the most widely used construction material since it has the lowest ratio between cost and strength as compared to other available materials. However, it has two undesirable properties, namely: low tensile strength and large brittleness that cause the collapse to occur shortly after the formation of the first crack. To improve these two negative properties and to achieve a partial substitute of conventional reinforcement, an addition of short discontinuous randomly oriented steel fibres can be practiced among others. In spite of positive properties, fibrous concrete did not find such acknowledgment and application as usual concrete. There do not still exist consistent dimensioning rules due to the lack sufficient large-scale static and dynamic experiments taking into account the effect of the fibre orientation. The intention of the book is twofold: first to summarize the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments described in the scientific literature, and second to describe a quasi-static fracture process at meso-scale both in plain concrete and fibrous concrete using
出版日期Book 2010
關鍵詞Discrete Lattice Models; Fracture Process; Steel; Steel-Fibrous Concrete; concrete; fracture; simulation; s
版次1
doihttps://doi.org/10.1007/978-3-642-14603-9
isbn_softcover978-3-642-42255-3
isbn_ebook978-3-642-14603-9Series ISSN 1866-8755 Series E-ISSN 1866-8763
issn_series 1866-8755
copyrightSpringer Berlin Heidelberg 2010
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發(fā)表于 2025-3-21 21:18:32 | 只看該作者
Book 2010terials. However, it has two undesirable properties, namely: low tensile strength and large brittleness that cause the collapse to occur shortly after the formation of the first crack. To improve these two negative properties and to achieve a partial substitute of conventional reinforcement, an addi
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978-3-642-42255-3Springer Berlin Heidelberg 2010
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Experimental and Theoretical Investigations of Steel-Fibrous Concrete978-3-642-14603-9Series ISSN 1866-8755 Series E-ISSN 1866-8763
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