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Investigating the Durability of Structures by Dana Saba Bachelor of Engineering, Mcgill University, Montréal, 2011
Investigating the Durability of Structures by Dana Saba Bachelor of Engineering, McGill University, Montréal, 2011 Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environmental Engineering at the Massachusetts Institute of Technology June 2013 © 2013 Massachusetts Institute of Technology. All rights reserved. Signature of Author: Department of Civil and Environmental Engineering May 10th, 2013 Certified by: Jerome J. Connor Professor of Civil and Environmental Engineering Thesis Supervisor Certified by: Rory Clune Massachusetts Institute of Technology Thesis Reader Accepted by: Heidi Nepf Chair, Departmental Committee for Graduate Students 2 Investigating the Durability of Structures by Dana Saba Submitted to the Department of Civil and Environmental Engineering in May 10, 2013, in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environmental Engineering Abstract The durability of structures is one of primary concerns in the engineering industry. Poor durability in design may result in a structure losing its performance to the extent where structural integrity is no longer satisfied and human lives are at stake. Moreover, the associated costs of maintenance and repair due to inadequate design considerations are high. Thus, designing for durable structures not only helps sustain our infrastructure, it also reduces future costs. This thesis identifies the key factors that define and impact durability, with particular attention paid to the effect of material choice on overall durability. This follows a study of the different deteriorating mechanisms that wood, steel and reinforced concrete undergo over time, and the different enhancement techniques used to reduce the adverse effects of these mechanisms. -
Material Quantities in Building Structures and Their Environmental Impact
Material quantities in building structures and their environmental impact by Catherine De Wolf B.Sc., M.Sc. in Civil Architectural Engineering Vrije Universiteit Brussel and Université Libre de Bruxelles, 2012 Submitted to the Department of Architecture in Partial Fulfillment of the Requirements for the Degree of Master of Science in Building Technology at the Massachusetts Institute of Technology June 2014 © 2014 Massachusetts Institute of Technology. All rights reserved. Signature of Author: Department of Architecture May 9, 2014 Certified by: John A. Ochsendorf Professor of Architecture and Civil and Environmental Engineering Thesis Supervisor Accepted by: Takehiko Nagakura Associate Professor of Design and Computation Chair of the Department Committee on Graduate Students John E. Fernández Professor of Architecture, Building Technology, and Engineering Systems Head, Building Technology Program Co-director, International Design Center, MIT Thesis Reader Frances Yang Structures and Sustainability Specialist at Arup Thesis Reader “It is […] important to remember that unlike operational carbon emissions the embodied carbon cannot be reversed” Craig Jones, Circular Ecology Material quantities in building structures and their environmental impact by Catherine De Wolf Submitted to the Department of Architecture in Partial Fulfillment of the Requirements for the Degree of Master of Science in Building Technology on May 9, 2014. Thesis Supervisor: John Ochsendorf Title Supervisor: Professor of Architecture and Civil and Environmental Engineering -
Improving Plastics Management: Trends, Policy Responses, and the Role of International Co-Operation and Trade
Improving Plastics Management: Trends, policy responses, and the role of international co-operation and trade POLICY PERSPECTIVES OECD ENVIRONMENT POLICY PAPER NO. 12 OECD . 3 This Policy Paper comprises the Background Report prepared by the OECD for the G7 Environment, Energy and Oceans Ministers. It provides an overview of current plastics production and use, the environmental impacts that this is generating and identifies the reasons for currently low plastics recycling rates, as well as what can be done about it. Disclaimers This paper is published under the responsibility of the Secretary-General of the OECD. The opinions expressed and the arguments employed herein do not necessarily reflect the official views of OECD member countries. This document and any map included herein are without prejudice to the status of or sovereignty over any territory, to the delimitation of international frontiers and boundaries and to the name of any territory, city or area. For Israel, change is measured between 1997-99 and 2009-11. The statistical data for Israel are supplied by and under the responsibility of the relevant Israeli authorities. The use of such data by the OECD is without prejudice to the status of the Golan Heights, East Jerusalem and Israeli settlements in the West Bank under the terms of international law. Copyright You can copy, download or print OECD content for your own use, and you can include excerpts from OECD publications, databases and multimedia products in your own documents, presentations, blogs, websites and teaching materials, provided that suitable acknowledgment of OECD as source and copyright owner is given. -
Applications of Aluminium Alloys in Civil Engineering
T. Dokšanović i dr. Primjene aluminijskih legura u građevinarstvu ISSN 1330-3651 (Print), ISSN 1848-6339 (Online) https://doi.org/10.17559/TV-20151213105944 APPLICATIONS OF ALUMINIUM ALLOYS IN CIVIL ENGINEERING Tihomir Dokšanović, Ivica Džeba, Damir Markulak Subject review Although aluminium is a long known structural material, its use is not in accordance with the benefits achieved by its implementation. There are several reasons for such an adverse state. Those that stand out are the late development of a regulative framework for the design of structures, and still the need for improvement, lack of knowledge on application examples and not stressed enough potential areas of use. However, positive trends are present and aluminium alloys are competitive, especially if their positive properties can be utilized and negative properties diminished through purpose oriented design approach. Given examples present good application utilization of aluminium alloys characteristics, and shown new application research can provide directions for further expansion of competitiveness. Structural uses are grouped in suitable areas of application and put into local and global context. Keywords: bridge; façade; refurbishment; roof system; seismic Primjene aluminijskih legura u građevinarstvu Pregledni članak Iako je aluminij već dugo prisutan konstrukcijski materijal, uporaba mu nije u skladu s dobrobitima koji se ostvaruju njegovom primjenom. Nekoliko je uzročnika takvog stanja. Ističu se relativno kasni razvoj normativnog okvira za dimenzioniranje konstrukcija, i još uvijek potreba za poboljšanjem, nedovoljna raširenost saznanja o primjenama te nedostatno naglašena potencijalna područja primjene. Međutim, pozitivni trendovi su prisutni, a legure aluminija su konkurentne, posebno ako se njegova pozitivna svojstva mogu iskoristiti, a negativna umanjiti kroz proračunski pristup orijentiran prema namjeni. -
Designing for Durability CONTINUING EDUCATION Strategies for Achieving Maximum Durability with Wood-Frame Construction Sponsored by Rethink Wood
EDUCATIONAL-ADVERTISEMENT Designing for Durability EDUCATION CONTINUING Strategies for achieving maximum durability with wood-frame construction Sponsored by reThink Wood rchitects specify wood for many Examples of wood buildings that have (glulam), cross laminated timber (CLT), and reasons, including cost, ease and stood for centuries exist all over the world, nail-laminated timber, along with a variety A efficiency of construction, design including the Horyu-ji temple in Ikaruga, of structural composite lumber products, are versatility, and sustainability—as well as Japan, built in the eighth century, stave enabling increased dimensional stability and its beauty and the innate appeal of nature churches in Norway, including one in Urnes strength, and greater long-span capabilities. and natural materials. Innovative new built in 1150, and many more. Today, wood These innovations are leading to taller, technologies and building systems are also is being used in a wider range of buildings highly innovative wood buildings. Examples leading to the increased use of wood as a than would have been possible even 20 years include (among others) a 10-story CLT structural material, not only in houses, ago. Next-generation lumber and mass timber apartment building in Australia, a 14-story schools, and other traditional applications, products, such as glue-laminated timber timber-frame apartment in Norway, but in larger, taller, and more visionary wood buildings. But even as the use of wood is expanding, one significant characteristic of wood buildings is often underestimated: their durability. Misperceptions still exist that buildings made of materials such as concrete or steel last longer than buildings made of wood. -
Structural Composite Materials Tailored for Damping
L Journal of Alloys and Compounds 355 (2003) 216–223 www.elsevier.com/locate/jallcom S tructural composite materials tailored for damping D.D.L. Chung* Composite Materials Research Laboratory, University at Buffalo, State University of New York, Buffalo, NY 14260-4400, USA Abstract This paper reviews the tailoring of structural composite materials for damping. By the use of the interfaces and viscoelasticity provided by appropriate components in a composite material, the damping capacity can be increased with negligible decrease, if any, of the stiffness. In the case of cement–matrix composites, the use of silica fume as an admixture results in increases in both the damping capacity and the storage modulus. In the case of continuous fiber polymer–matrix lightweight composites, the use of submicron-diameter discontinuous carbon filaments as an interlaminar additive is more effective than the use of an interlaminar viscoelastic layer in enhancing the loss modulus when the temperature exceeds 50 8C. Surface treatment of the composite components is important. In the case of steel reinforced concrete, the steel reinforcing bar (rebar) contributes much to the damping, but appropriate surface treatment of the rebar further enhances the damping. 2003 Elsevier Science B.V. All rights reserved. Keywords: Disordered systems; Polymers; Elastomers and plastics; Surfaces and interfaces; Elasticity; Anharmonicity 1 . Introduction [2–4] is the goal of the structural material tailoring described in this review paper. The development of materials for vibration and acoustic Vibrations are undesirable for structures, due to the need damping has been focused on metals and polymers [1]. for structural stability, position control, durability (par- Most of these materials are functional materials rather than ticularly durability against fatigue), performance, and noise practical structural materials due to their high cost, low reduction. -
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2 February 15, 2006 . DRAFT Cambridge-MIT Institute Multidisciplinary Design Project This Dictionary/Glossary of Engineering terms has been compiled to compliment the work developed as part of the Multi-disciplinary Design Project (MDP), which is a programme to develop teaching material and kits to aid the running of mechtronics projects in Universities and Schools. The project is being carried out with support from the Cambridge-MIT Institute undergraduate teaching programe. For more information about the project please visit the MDP website at http://www-mdp.eng.cam.ac.uk or contact Dr. Peter Long Prof. Alex Slocum Cambridge University Engineering Department Massachusetts Institute of Technology Trumpington Street, 77 Massachusetts Ave. Cambridge. Cambridge MA 02139-4307 CB2 1PZ. USA e-mail: [email protected] e-mail: [email protected] tel: +44 (0) 1223 332779 tel: +1 617 253 0012 For information about the CMI initiative please see Cambridge-MIT Institute website :- http://www.cambridge-mit.org CMI CMI, University of Cambridge Massachusetts Institute of Technology 10 Miller’s Yard, 77 Massachusetts Ave. Mill Lane, Cambridge MA 02139-4307 Cambridge. CB2 1RQ. USA tel: +44 (0) 1223 327207 tel. +1 617 253 7732 fax: +44 (0) 1223 765891 fax. +1 617 258 8539 . DRAFT 2 CMI-MDP Programme 1 Introduction This dictionary/glossary has not been developed as a definative work but as a useful reference book for engi- neering students to search when looking for the meaning of a word/phrase. It has been compiled from a number of existing glossaries together with a number of local additions. -
Structural Materials
OPTI 222 Mechanical Design in Optical Engineering Structural Materials Beryllium Among the light metals, beryllium is characterized by its out-standing combination of properties--low density (0.067 lb/in3), high strength (60 psi), good thermal properties, low cross-section, to thermal neutrons and high melting point (2300 °F). The use of beryllium has nevertheless been restricted by its poor ductility and low resistance to impact, as well as by factors of its toxicity and high cost. Some of the properties of beryllium are summarized as follows: 1. Density: Beryllium "has a relatively low density of 0.067 lbs/in3. This is slightly higher than the density of magnesium and about two-thirds that of aluminum. 2. Modulus of Elasticity: The modulus of elasticity of Beryllium high, being 3.1 x 104 kg/mm2 (44 x 106 psi). This combined with its low density, makes it attractive as a light, but stiff, material. 3. Tensile Properties: The mechanical properties of beryllium are affected by the method of production. Hot-pressed beryllium has a room temperature ultimate tensile strength of around 60 Ksi with a ductility of 0.5 - 0.3%. Beryllium retains its strength at high temperatures; even at 600 °C, it has an ultimate tensile strength of about 25 Ksi. Above 250 °C, its ductility rises to a level in excess of 10%. The fatigue strength of beryllium is high, being in excess of 80% of the ultimate tensile strength. Its room temperature impact strength, however, is negligible and in this respect it performs more like a ceramic than a metal. -
TSCA Inventory Representation for Products Containing Two Or More
mixtures.txt TOXIC SUBSTANCES CONTROL ACT INVENTORY REPRESENTATION FOR PRODUCTS CONTAINING TWO OR MORE SUBSTANCES: FORMULATED AND STATUTORY MIXTURES I. Introduction This paper explains the conventions that are applied to listings of certain mixtures for the Chemical Substance Inventory that is maintained by the U.S. Environmental Protection Agency (EPA) under the Toxic Substances Control Act (TSCA). This paper discusses the Inventory representation of mixtures of substances that do not react together (i.e., formulated mixtures) as well as those combinations that are formed during certain manufacturing activities and are designated as mixtures by the Agency (i.e., statutory mixtures). Complex reaction products are covered in a separate paper. The Agency's goal in developing this paper is to make it easier for the users of the Inventory to interpret Inventory listings and to understand how new mixtures would be identified for Inventory inclusion. Fundamental to the Inventory as a whole is the principle that entries on the Inventory are identified as precisely as possible for the commercial chemical substance, as reported by the submitter. Substances that are chemically indistinguishable, or even identical, may be listed differently on the Inventory, depending on the degree of knowledge that the submitters possess and report about such substances, as well as how submitters intend to represent the chemical identities to the Agency and to customers. Although these chemically indistinguishable substances are named differently on the Inventory, this is not a "nomenclature" issue, but an issue of substance representation. Submitters should be aware that their choice for substance representation plays an important role in the Agency's determination of how the substance will be listed on the Inventory. -
Chapter 2 the Solid Materials of the Earth's Surface
CHAPTER 2 THE SOLID MATERIALS OF THE EARTH’S SURFACE 1. INTRODUCTION 1.1 To a great extent in this course, we will be dealing with processes that act on the solid materials at and near the Earth’s surface. This chapter might better be called “the ground beneath your feet”. This is the place to deal with the nature of the Earth’s surface materials, which in later sections of the chapter I will be calling regolith, sediment, and soil. 1.2 I purposely did not specify any previous knowledge of geology as a prerequisite for this course, so it is important, here in the first part of this chapter, for me to provide you with some background on Earth materials. 1.3 We will be dealing almost exclusively with the Earth’s continental surfaces. There are profound geological differences between the continents and the ocean basins, in terms of origin, age, history, and composition. Here I’ll present, very briefly, some basic things about geology. (For more depth on such matters you would need to take a course like “The Earth: What It Is, How It Works”, given in the Harvard Extension program in the fall semester of 2005– 2006 and likely to be offered again in the not-too-distant future.) 1.4 In a gross sense, the Earth is a layered body (Figure 2-1). To a first approximation, it consists of concentric shells: the core, the mantle, and the crust. Figure 2-1: Schematic cross section through the Earth. 73 The core: The core consists mostly of iron, alloyed with a small percentage of certain other chemical elements. -
Review of Thermal Properties of Graphene and Few-Layer
Zhong Yan, Denis L. Nika and Alexander A. Balandin (invited review, submitted in 2014) INVITED REVIEW PAPER Review of Thermal Properties of Graphene and Few-Layer Graphene: Applications in Electronics Zhong Yan1, Denis L. Nika1,2 and Alexander A. Balandin1,3 1Nano-Device Laboratory, Department of Electrical Engineering and Materials Science and Engineering Program, Bourns College of Engineering, University of California – Riverside, Riverside, California, 92521 USA 2E. Pokatilov Laboratory of Physics and Engineering of Nanomaterials, Department of Physics and Engineering, Moldova State University, Chisinau, MD-2009, Republic of Moldova 3Quantum Seed LLC, 1190 Columbia Avenue, Riverside, California 92507 USA Abstract We review thermal properties of graphene and few-layer graphene, and discuss applications of these materials in thermal management of advanced electronics. The intrinsic thermal conductivity of graphene – among the highest of known materials – is dominated by phonons near the room temperature. The examples of thermal management applications include the few-layer graphene heat spreaders integrated near the heat generating areas of the high-power density transistors. It has been demonstrated that few-layer graphene heat spreaders can lower the hot-spot temperature during device operation resulting in improved performance and reliability of the devices. Keywords: graphene, thermal conductivity, heat spreaders, thermal management 1 Zhong Yan, Denis L. Nika and Alexander A. Balandin (invited review, submitted in 2014) I. Introduction Thermal management represents a major challenge in the state-of-the-art electronics due to rapid increase of power densities [1, 2]. Efficient heat removal has become a critical issue for the performance and reliability of modern electronic, optoelectronic, photonic devices and systems. -
Material Quantities in Building Structures and Their Environmental Impact
Material quantities in building structures and their environmental impact by Catherine De Wolf B.Sc., M.Sc. in Civil Architectural Engineering Vrije Universiteit Brussel and Université Libre de Bruxelles, 2012 Submitted to the Department of Architecture in Partial Fulfillment of the Requirements for the Degree of Master of Science in Building Technology at the Massachusetts Institute of Technology June 2014 © 2014 Massachusetts Institute of Technology. All rights reserved. Signature of Author: Department of Architecture May 9, 2014 Certified by: John A. Ochsendorf Professor of Architecture and Civil and Environmental Engineering Thesis Supervisor Accepted by: Takehiko Nagakura Associate Professor of Design and Computation Chair of the Department Committee on Graduate Students 2 John E. Fernández Professor of Architecture, Building Technology, and Engineering Systems Head, Building Technology Program Co-director, International Design Center, MIT Thesis Reader Frances Yang Structures and Sustainability Specialist at Arup Thesis Reader 3 “It is […] important to remember that unlike operational carbon emissions the embodied carbon cannot be reversed” Craig Jones, Circular Ecology 4 Material quantities in building structures and their environmental impact by Catherine De Wolf Submitted to the Department of Architecture in Partial Fulfillment of the Requirements for the Degree of Master of Science in Building Technology on May 9, 2014. Thesis Supervisor: John Ochsendorf Title Supervisor: Professor of Architecture and Civil and Environmental Engineering Abstract Improved operational energy efficiency has increased the percentage of embodied energy in the total life cycle of building structures. Despite a growing interest in this field, practitioners lack a comprehensive survey of material quantities and embodied carbon in building structures.