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Reinforced Plastics Durability PDF

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Reinforced plastics durability Edited by Geoffrey Pritchard CRC Press Boca Raton Boston New York Washington, DC Y Cambridge England ITYPR(new) 1 11/26/98, 12:30 PM Published by Woodhead Publishing Limited, Abington Hall, Abington Cambridge CB1 6AH, England Published in North and South America by CRC Press LLC, 2000 Corporate Blvd, NW Boca Raton FL 33431, USA First published 1999, Woodhead Publishing Ltd and CRC Press LLC © 1999, Woodhead Publishing Ltd The authors have asserted their moral rights. This book contains information obtained from authentic and highly regarded sources. Reprinted material is quoted with permission, and sources are indicated. Reasonable efforts have been made to publish reliable data and information, but the authors and the publishers cannot assume responsibility for the validity of all materials. Neither the authors nor the publishers, nor anyone else associated with this publication, shall be liable for any loss, damage or liability directly or indirectly caused or alleged to be caused by this book. Neither this book nor any part may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, microfilming and recording, or by any information storage or retrieval system, without permission in writing from the publishers. The consent of Woodhead Publishing and CRC Press does not extend to copying for general distribution, for promotion, for creating new works, or for resale. Specific permission must be obtained in writing from Woodhead Publishing or CRC Press for such copying. Trademark notice: Product or corporate names may be trademarks or registered trademarks, and are used only for identification and explanation, without intent to infringe. British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library. Library of Congress Cataloging in Publication Data A catalog record for this book is available from the Library of Congress. Woodhead Publishing ISBN 1 85573 320 X CRC Press ISBN 0-8493-0547-0 CRC Press order number: WP0547 Cover design by The ColourStudio Typset by Best-set Typesetter Ltd., Hong Kong Printed by St Edmundsbury Press, Suffolk, England ITYPR(new) 2 11/26/98, 12:30 PM Preface Primitive reinforced plastics products were known in the 1920s and 1930s, but the more advanced fibre reinforced materials we know today only became significant commercially as structural materials in the 1950s, and even then, the more recent reinforcing fibres such as carbon/graphite, aramid (e.g. Kevlar®, Twaron®) and polyethylene (e.g. Dyneema®) fibres were all still completely unknown. The great majority of reinforced plastics articles we use today have been manufactured since 1975. Thus, we have a very limited number of case histories of structural applications with which to prove the durability of fibrous composites beyond dispute, although the evidence we have is very encouraging. This promising start is not surprising because, except in a very few special cases, they resist microbial organisms and are unaffected by electrolytic corrosion. As we reach the end of the present millenium, we notice a great expan- sion of reinforced plastics into new fields such as load bearing parts of buildings, bridges over highways and various infrastructure pipelines. A mere 25 years of useful life will not suffice for these applications. In many cases the target is 60, 75 or even 100 years. This is a longer period than the entire previous history of reinforced plastics. The contribution that theory can make to predicting the achievable lifetimes of reinforced plastics is growing, but it is too early yet to base decisions entirely on conclusions that are unsupported by any practical or experimental confirmation. Therefore we have to use an amalgam of medium term laboratory research, case histories and a knowledge of the theoretical principles of the main degrada- tion processes. Major studies are currently being undertaken into composites durability. One of these programmes, the Composites Durability Study, is being car- ried out in the USA by the Civil Engineering Research Foundation and the Society of the Plastics Industry’s Composites Institute Market Develop- ment Alliance, for the benefit of the design and construction industry and Y the civil engineering profession. It is said that particular concerns include ix ITYPR(new) 9 11/26/98, 12:30 PM xx CProenftaecnets performance degradation in severe operating environments, fatigue life, creep, fire resistance, weatherability and maintenance. The problem with many technical books is that although they contain valuable information, it is not always made sufficiently accessible to those who most need it. This is often because of the failure to explain basic terminology to readers from different backgrounds and specialties. The editor has therefore made a considerable effort to ensure that at least the early chapters of this book are readily understandable by people from discipline areas other than composites science. It has not been possible to eliminate altogether the chemical and mathematical equations which the outsider often finds alienating, but they have been reduced to a minimum. Those who wish that the subject matter had been treated more rigorously – and no doubt there will be many – will find numerous references at the end of each chapter, indicating further literature with a more specialized orientation. This book is therefore targeted at those concerned for the first time with using reinforced plastics in building, highway engineering, offshore engi- neering, civil and chemical engineering, marine and electrical areas. It is an entry level book for engineers, architects, entrepreneurs, managers, design- ers, and graduate students who have already completed courses in engi- neering or science and who now need to be able to converse better with consultants and specialists in the reinforced plastics world. If research chemists, resin technologists or plastics process engineers should also find something of interest, that will be a bonus. The editor takes the blame for the frequent use of the phrase ‘reinforced plastics’ rather than the increasingly favoured, up-market term ‘advanced composites’. He recognizes that glass fibre reinforced composites are cus- tomarily excluded from the advanced composite category in aerospace circles, chiefly because of their relatively low modulus. But when their technical qualities as a whole are considered, including their durability in the broad sense, and when their cost effectiveness is also taken into account, reinforced plastics scarcely need rebadging. They are among the best mate- rials in the world in the context of durability. Y ITYPR(new) 10 11/26/98, 12:30 PM List of contributors Chapter 1 An introduction to plastics for non-specialists Geoffrey Pritchard, Emeritus Professor, Kingston University, Surrey, UK Consultant, York House, Moseley Road, Hallow, Worcester WR2 6NH, England Chapter 2 Fabrication, inspection and durability Geoffrey Pritchard, Emeritus Professor, Kingston University, Surrey, UK Consultant, York House, Moseley Road, Hallow, Worcester WR2 6NH, England Chapter 3 Durability of reinforced plastics in liquid environments Frank Jones, Department of Engineering Materials, Sir Robert Hadfield Building, Sheffield University, Mappin Street, S1 3JD, England Chapter 4 Temperature–its effects on the durability of reinforced plastics John J Liggatt* Geoffrey Pritchard** and Richard A Pethrick*, *Department of Pure and Applied Chemistry, Strathclyde University, 295 Cathedral Street, Glasgow, G1 1XL, Scotland **See Chapter 1 Chapter 5 Cyclic mechanical loading Karl Schulte, Technical University of Hamburg-Harburg, Polymer and Composites Section, Denickestraße 15, D-21071 Hamburg, Germany Chapter 6 Weathering John Layton, The Ash, 23 Newtown Road, Raunds, Wellingborough, Northants NN9 6LX, England Chapter 7 Review of the durability of marine laminates Y Tim J Searle and John Summerscales, Advanced Composites xi ITYPR(new) 11 11/26/98, 12:30 PM xxiiii CLiosnt toefn ctsontributors Manufacturing Centre, School of Manufacturing, Materials and Mechanical Engineering, Plymouth University, PL4 8AA, England Chapter 8 Survey of long term durability of fiberglass-reinforced plastics tanks and pipes Ben Bogner, Amoco Chemicals, 150 West Warrenville Road D-7, Naperville, Illinois 60563–8460, USA Chapter 9 Epoxy vinyl ester and other resins in chemical process equipment Paul Kelly, Dow Deutschland Inc., Postfach 20, Industriestraße 1, D-77836 Rheinmünster, Germany Chapter 10 Repairs using fibre reinforced plastics Wing Kong Chiu and Rhys Jones, Department of Mechanical Engineering, Monash University, Wellington Road, Clayton Campus, Victoria 3168, Australia Chapter 11 Fatigue performance: The role of the interphase Nikhil E Verghese and John J Lesko, Materials Response Group, Department of Engineering Science and Mechanics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061-0219, USA Chapter 12 Computer models for predicting durability Samit Roy, Department of Mechanical Engineering, University of Missouri-Rolla, 1870 Miner Circle, Rolla, MO 65401, USA Y ITYPR(new) 12 11/26/98, 12:30 PM 1 An introduction to plastics for non-specialists GEOFFREY PRITCHARD 1.1 Durability Most materials have a finite life. Metals corrode; they can also suffer from fatigue. Wood rots, and concrete cracks or suffers from various chemical degradation processes. Natural rubber can perish as a result of ozone at- tack. All these materials have been around for long enough for us to know and make allowance for their weaknesses. Our concern here is with identifying and assessing the weaknesses, if any, of reinforced plastics. The experience of museums is that plastics artifacts, even when kept on display in glass cases and preserved from rough handling, nevertheless eventually show signs of deteriora- tion. We cannot assume that the same will apply to reinforced plastics, because the resins used in reinforced plastics are different. Of all the resins commonly used in reinforced plastics, phenolics are the oldest, having been known for over nine decades. They date commercially from about 1909, being used first as wood lacquers rather than in composites, whereas polyesters have been used structurally in reinforced plastics since the 1940s. All these resins have evolved considerably since then, because new improved varieties of resin come out every seven years or thereabouts, so it is arguable that we cannot know by experience what the lifetime of any of the modern equivalents on sale today is likely to be. Reinforced plastics are now being specified for applications designed to last for 30, 40 or even 60 years without loss of functional effectiveness. The accelerating trend towards using reinforced plastics in bridges and buildings means a further extension of the required lifetime, possibly to almost a century – longer than the entire history of the reinforced plastics industry. This book is designed to bridge the gap between composite materials specialists and end-users. It will discuss in broad terms the ways in which Y deterioration in reinforced plastics occurs, and the ways to delay it. We shall 1 ITY1 1 11/26/98, 12:32 PM 2 Reinforced plastics durability concentrate mainly, but not exclusively, on time-dependent processes, such as weathering, corrosion, wear, fatigue and heat aging, rather than on sudden destruction by impact or fire, although the latter dangers are men- tioned too. Inevitably, by its nature, the book highlights potential problems, rather than opportunities, for the user of reinforced plastics. The resulting impres- sion could easily be too negative, as when a layman anxiously consults a medical textbook about his health – there seem to be too many things to go wrong! Such a response would be unduly pessimistic. We should recall that reinforced plastics have surpassed early expectations by their durable and reliable performance in outdoor use. Some applications have been very demanding, notably in the marine sector, the offshore oil industry, aerospace, and perhaps most obviously, in the chemical process equipment field. Moreover, many of the early successes were achieved in the early days of the new material, in the 1940s, 1950s and 1960s, without the benefit of any substantial theoretical basis or long term performance database. The approach then was understandably one of cautious overdesign. Later, designers moved towards more cost effective and lightweight structures, without sacrificing too much durability. It was not sufficient to build a boat that survived, it had to win races. Aircraft had to lose as much weight as possible. Actual performance continued to exceed the pessimistic expectations produced by an obsession with the literature on failure mechanisms. Whether this happy state of af- fairs will continue, with ever more demanding applications and ex- pectations, remains to be seen, but it now at least seems possible to identify the application areas where reinforced plastics can safely be used. 1.2 Cost effectiveness and product lifetimes A product is at the end of its useful life when it no longer fulfils its technical function. But technical performance alone is not enough. To be useful, the product must continue to do its job in a cost-effective way. The criteria for cost effectiveness depend on the application and on the financial situation of the organization concerned, including its available investment capital and its perceptions of likely future return on capital. Such concepts are clearly outside our present terms of reference, but it is worthwhile to remind ourselves that cost effectiveness is inseparable from technical con- siderations, especially as energy saving features and low maintenance costs, rather than initial outlay, are so often mentioned as reasons for using Y reinforced plastics products. ITY1 2 11/26/98, 12:32 PM An introduction to plastics for non-specialists 3 1.3 When does a fibre reinforced plastics product have to be replaced? When can we say that a product’s life has finally ended? Bridges must not fall down. They must remain safe to use, more specifically, despite the stresses and the external weathering they experience over decades. They must not become too expensive to maintain. Fibre reinforced plastics (FRP) boats are exposed to several hostile forces – water, weather, repeti- tive wave action and occasional impact. The chief concern is again struc- tural integrity, but most small boats also have cosmetic appeal to their owners, and the cost of maintaining pristine appearance, free from worrying defects, must also be considered. The FRP cladding panels of buildings do not have to support large stresses, because a steel framework can do this, but in the same way as with boat hulls, their aesthetic appearance and moisture barrier qualities must not be allowed to deteriorate. Often they have been subject to colour changes caused by the action of ultraviolet light on flame retardant addi- tives in the resin. Translucent roofing over an indoor swimming pool must remain translu- cent and failure to do so cannot be compensated by structural virtues such as excellent retention of flexural strength and modulus. In contrast, the appearance of a chemical storage tank is of minor importance provided that it does not leak. Pipes and tanks need to maintain both their load carrying and chemical resistance qualities. In most of these applications, the visible signs of deterioration appear gradually and can include one or more of the following: cracks of various kinds, surface pitting, blisters, swelling, delamination, softening and occa- sionally, discoloration. The possibility of repair is an attractive feature of reinforced plastics. They can have an extension of their useful life because they are more easily repaired than some other materials and can even be used to extend the life of structures originally made from something else, such as concrete or metals. 1.4 Health and safety Health and safety considerations need to be taken into account. Legislation, even though not yet enacted, could require a product to be replaced while it is still functionally effective and cost effective. One of the best fibrous reinforcements in the FRP world used to be asbestos. Its strength, stiffness and especially its heat resistance were outstanding, but since the mid-1970s, removing asbestos-based materials from factories, schools and other build- Y ings has been an industry in itself. It is therefore prudent to consider the ITY1 3 11/26/98, 12:32 PM 4 Reinforced plastics durability long term health and safety status of all materials proposed for use in durable structures. Although this author claims no special expertise in the toxicology of materials, it seems fair to say that the weight of opinion at present is reassuring about fibres in existing use. Glass, aramid and polyethylene fibres are all much safer than asbestos. In common with traditional materi- als such as wood and cotton, they must always be handled with care, especially if they are finely divided and therefore in respirable forms, i.e. small ((cid:2)3μm) diameter short fibres or fine dust. Typical reinforcing glass fibres have much larger diameters (8–16μm) and unlike asbestos, the filaments do not readily split along their axes to form smaller diameter fibres. Once incorporated in a resin matrix, they are no longer respirable except when the composite is machined. Health-related issues have been discussed in more detail by Braddock [1]. Another safety consideration is the flammability of reinforced plastics, together with their capacity for smoke evolution during a fire. This matter is therefore discussed in Chapter 4. It should be safe to assume that the standards required by the relevant authorities will become progressively more demanding over the next few decades. The actual lifetimes of rein- forced plastics structures being designed today could well be determined by future fire legislation as much as by weathering performance or fatigue resistance. This fact may account for the increasing popularity of phenolic resin matrix composites, which have good records in this respect. There is a widespread residual prejudice against synthetic materials and it should be remembered that timber, wool and cotton are also flammable. Among thermoplastics, PEEK (polyether ether ketone) is also very promising but at the time of writing, much too expensive for most purposes outside medicine and aerospace. The way to improve the fire and smoke performance of an ordinary resin is conventionally by using grades contain- ing appropriate additives [2]. 1.5 What causes deterioration in fibre reinforced plastics? We should not assume automatically that there will be any deterioration! But if a reinforced plastics product was competently designed and soundly fabricated, material deterioration usually begins through one or more of the following four influences: 1 mechanical stress, including static loading, fatigue, repeated minor im- pact, erosion (including water erosion) and abrasion 2 chemicals (water, solvents, fuels, oils, acids, cleaning liquids, atmos- Y pheric oxygen, oxidizing agents, caustic alkalis, etc.) ITY1 4 11/26/98, 12:32 PM

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