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Damage and Interfacial Debonding in Composites (Studies in Applied Mechanics)
Author: George Z. Voyiadjis, David H. Allen | Size: 9.5 MB | Format:PDF | Publisher: Elsevier Science Pub Co | Year: 1996 | pages: 284 | ISBN: 978-0-444-82338-0
Studies in Applied Mechanics 44. Papers from the symposium held October 29-November 1, 1995 in New Orleans, . Deals with the study of damage of composites and on the interfacial debonding of composites.
Part I: Damage in Composites.
The stress intensity factors and interaction between cylindrical cracks in fiber-matrix composites (S. Close, H.M. Zbib). A computational finite element analysis for predicting the effects of environmental degradation on life in metal matrix composites (J.W. Foulk, K.L.E. Helms, D.H. Allen). Two-scale viscoplastic and damage analysis of a metal matrix composite (S. Kruch, J.L. Chaboche, T. Pottier). Damage modeling of metal matrix composite laminates with cracked oxide surface layers (X. Ma, D.C. Lagoudas). Elasto-plastic stress and strain concentration tensors for damaged fibrous composites (G.Z. Voyiadjis, T. Park). A damage cyclic plasticity model for metal matrix composites (G.Z. Voyiadjis, G. Thiagarajan). Stress failure criterion for laminated composites (H.-Y. Yeh, A.K. Feng).
Part II: Interfacial Debonding in Composites.
An interfacial damage model for titanium matrix composites (J. Aboudi, C.T. Herakovich). Damage mechanics of interfacial media: basic aspects, identification and application to delamination (O. Allix, P. Ladevèze). An approximate representation of fiber-matrix debonding in nonperiodic metal matrix composites (C.J. Lissenden). The evolution of debonding at the interface of a two-phase composite (N.J. Mattei). The effect of fiber architecture on the inelastic response of metal matrix composites with interfacial and fiber damage (A. Sankurathri, S. Baxter, M.-J. Pindera). A hybrid damage mechanics of progressive partial debonding in a class of brittle-matrix composites (Y.H. Zhao, J. Li, G.J. Weng). Author index.
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STDU Converter help you convert DjVu, TIFF, DCX and Comic Book Archive (CBR or CBZ) to PDF by two clicks. You need only select source file and choice location for destination file.
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Author: E. Macha, W. Bedkowski, T. Lagoda | Size: 12.5 MB | Format:PDF | Publisher: Elsevier Science | Year: 1999 | pages: 288 | ISBN: 0080433367
This volume contains 18 papers selected from 90 presented at the Fifth International Conference on Biaxial/Multiaxial Fatigue and Fracture held in Cracow, Poland 8-12 September 1997. The papers in this book deal with theoretical, computational and experimental aspects of the multiaxial fatigue and fracture of engineering materials and structures. The papers are divided into the following four categories:
1. Proportional cyclic loading
2. Non-proportional cyclic loading
3. Variable amplitude and random loading
4. Crack growth
Most papers in this publication talk about the behaviour of constructional materials and elements of machines under non-proportional loading and under variable amplitude and random loading, which are more realistic load histories met in industrial practice. Variable amplitude loading under cyclic load with basic frequency and random loading under load with a continuous band of frequency is classified here. This book gives a review of the latest world success and directions of investigations on multiaxial fatigue and fracture. More and more often publications are results of the co-operation of researchers from different laboratories and countries. Seven out of eighteen papers included here were worked out by international authors teams. This is a symptom of the times, when science and investigations know no borders.
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A 48.76m high water tank with the supporting steel lattice comprising 5 segments with uniform member configuration is conceived. Its collapse behavior is investigated through a suite of ground motion analyses. First, the tank is analyzed under 13 three-component ground motion records from the Chi-Chi and Hokkaido earthquakes. It is shown that the tank always collapses in the same manner as a result of overturning due to P-Delta instability resulting from column and brace buckling at the base. This is the consequence of the uniform member sizing in each of the five segments of the supporting lattice. Incremental dynamic analyses are performed using the Takatori near-source record from the 1995 Kobe earthquake. It is shown that the structure collapses at a ground motion scaling factor of 0.32.
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Handbook of Slope Stabilisation by J. A. R. Ortigao (Editor), Alberto Sayao (Editor)
Product Description
This book is an engineering guide for design of slopes and stabilisation works in rocks and residual soils. It is tailored to the needs of practising geotechnical engineers and engineering geologists. Engineering and engineering geology students will find it quite useful and a practical course guide. It can be used as textbook in courses on landslides and slope stabilisation. The purpose of this book is to present a concise documentation on how to design slopes and how to select a slope stabilisation method. The authors are scholars and professional engineers with many years of international experience in slope stabilization works in South and Central America and the Far East.
PE Civil-Structural Engineering Review Material-PUPR
pages ~550
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