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Titlebook: Current Trends in Concrete Fracture Research; Z. P. Ba?ant Book 1991 Springer Science+Business Media Dordrecht 1991 concrete.damage.fractu

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發(fā)表于 2025-3-21 17:42:59 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Current Trends in Concrete Fracture Research
編輯Z. P. Ba?ant
視頻videohttp://file.papertrans.cn/242/241438/241438.mp4
圖書封面Titlebook: Current Trends in Concrete Fracture Research;  Z. P. Ba?ant Book 1991 Springer Science+Business Media Dordrecht 1991 concrete.damage.fractu
描述From time to time the International Journal of Fracture has presented matters thought to be of special interest to its readers. The last special topic review was presented by Drs W.G. Knauss and AJ. Rosakis as Guest Editors in four issues, January-April 1990, under the general title of Non- Linear Fracture. It contained sections on damage mechanisms, interfaces and creep, time depen- dence, and continuum plasticity insofar as they affect the mechanisms of the fracture process. Continuing this policy, which is consistent with our stated objectives, the two September issues deal with the behavior of concrete and cementious materials during fracture initiation and propagation. We hope that the ensuing state-of-the-art review will yield another instructive and timely product which readers will find useful. To assist us in presenting this subject, we have prevailed upon a well-known international expert in concrete behavior, Dr. Z.P. Bazant, Walter P. Murphy Professor of Civil Engineering, of Northwes- tern University to act as Guest Editor. On behalf of the editors and publishers, I wish to thank Professor BaZant and his invited authors for undertaking this special effort. M.L. WILLIAM
出版日期Book 1991
關鍵詞concrete; damage; fracture; fracture mechanics; mechanics; micromechanics
版次1
doihttps://doi.org/10.1007/978-94-011-3638-9
isbn_softcover978-94-010-5615-1
isbn_ebook978-94-011-3638-9
copyrightSpringer Science+Business Media Dordrecht 1991
The information of publication is updating

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沙發(fā)
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https://doi.org/10.1007/978-3-658-10777-2d to various mechanisms such as kinetics of energy barriers and inertia effects in the vicinity of a running crack. After a general introduction into the behaviour of concrete under a uniaxial tensile stress, a model is presented which accounts for flaws in concrete and the inertia effects around a
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https://doi.org/10.1007/978-3-658-10777-2 are made between fixed, multi-directional and rotating smeared cracks, whereby the crack orientation is kept constant, updated in a stepwise manner or updated continuously, respectively. Next, the smeared approaches are compared to analyses on systems of predefined potential discrete cracks. Result
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https://doi.org/10.1007/978-3-658-10777-2ete fracture for about 10 years. It is a general model which in principle is applicable to all kinds of materials. At present, however, practical and numerical difficulties prevent its application to many types of materials, particularly to metals. In the future, better knowledge of material propert
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https://doi.org/10.1007/978-3-658-10777-2osed for mode I fracture of concrete are examined. In the past, verification of validity of fracture models has always been difficult. It is proposed that notch sensitivity and size effect be used as criteria to evaluate the validity of fracture models. In addition, a successful model should also sa
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