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Books in Failure mechanics

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Machinery Failure Analysis and Troubleshooting

  • 4th Edition
  • August 27, 2012
  • Heinz P. Bloch + 1 more
  • English
  • Hardback
    9 7 8 - 0 - 1 2 - 3 8 6 0 4 5 - 3
  • eBook
    9 7 8 - 0 - 1 2 - 3 8 6 0 4 6 - 0
Solve the machinery failure problems costing you time and money with this classic, comprehensive guide to analysis and troubleshooting Provides detailed, complete and accurate information on anticipating risk of component failure and avoiding equipment downtime Includes numerous photographs of failed parts to ensure you are familiar with the visual evidence you need to recognize Covers proven approaches to failure definition and offers failure identification and analysis methods that can be applied to virtually all problem situations Demonstrates with examples how the progress and results of failure analysis and troubleshooting efforts can be documented and monitored Failures of machinery in a plant setting can have wide-ranging consequences and in order to stay competitive, corporations across all industries must optimize the efficiency and reliability of their machinery. Machinery Failure Analysis and Troubleshooting is a trusted, established reference in the field, authored by two well-known authorities on failure and reliability. Structured to teach failure identification and analysis methods that can be applied to almost all problem situations, this eagerly awaited update takes in the wealth of technological advances and changes in approach seen since the last edition published more than a decade ago. Covering both the engineering detail and management theory, Machinery Failure Analysis and Troubleshooting provides a robust go-to reference and training resource for all engineers and managers working in manufacturing and process plants.

Machinery Failure Analysis Handbook

  • 1st Edition
  • November 1, 2006
  • Luiz Octavio Amaral Affonso
  • English
  • Hardback
    9 7 8 - 1 - 9 3 3 7 6 2 - 0 8 - 1
  • eBook
    9 7 8 - 0 - 1 2 - 7 9 9 9 8 2 - 1
Understanding why and how failures occur is critical to failure prevention, as even the slightest breakdown can lead to catastrophic loss of life and asset as well as widespread pollution. This book helps anyone involved with machinery reliability, whether in the design of new plants or the maintenance and operation of existing ones, to understand why process equipment fails and thereby prevent similar failures.

Plastic Pipe Systems: Failure Investigation and Diagnosis

  • 1st Edition
  • August 21, 2006
  • Mehdi Farshad
  • English
  • Hardback
    9 7 8 - 1 - 8 5 6 1 7 - 4 9 6 - 1
  • eBook
    9 7 8 - 0 - 0 8 - 0 4 6 3 9 3 - 3
Industrial and domestic piping is increasingly made from various plastics and composites, and these materials withstand heavy use over long periods. They are, however, affected by environmental and other factors over time and can degrade, causing major problems within piping systems. Farshad's book deals with why plastic pipes and systems fail, and with how to investigate and diagnose such failures. Pipes may buckle, fracture, change in dimensions and colour, blister and delaminate, corrode through stress, be abraded and obstructed: all these cause problems and lead to loss of efficient operation of a system. The author's experience is backed up by a large data-base of results

Failure Analysis Case Studies III

  • 1st Edition
  • April 21, 2004
  • David R.H. Jones
  • English
  • Hardback
    9 7 8 - 0 - 0 8 - 0 4 4 4 4 7 - 5
This volume is the third in the series of sourcebooks on Failure Analysis and Structural Integrity published by Elsevier. It comprises 35 case studies describing detailed analyses of real engineering failures and structural integrity problems chosen from volumes 7, 8 and 9 of the Elsevier journal Engineering Failure Analysis. It is an essential reference, helping people avoid or analyse engineering failures, design and manufacture for greater safety and economy, and assess operating, maintenance and fitness-for-purpose procedures.

Failure Analysis Case Studies II

  • 1st Edition
  • June 1, 2001
  • D.R.H. Jones
  • English
  • Hardback
    9 7 8 - 0 - 0 8 - 0 4 3 9 5 9 - 4
  • eBook
    9 7 8 - 0 - 0 8 - 0 5 4 5 5 5 - 4
The first book of Failure Analysis Case Studies selected from volumes 1, 2 and 3 of the journal Engineering Failure Analysis was published by Elsevier Science in September 1998. The book has proved to be a sought-after and widely used source of reference material to help people avoid or analyse engineering failures, design and manufacture for greater safety and economy, and assess operating, maintenance and fitness-for-purpose procedures. In the last three years, Engineering Failure Analysis has continued to build on its early success as an essential medium for the publication of failure analysis cases studies and papers on the structure, properties and behaviour of engineering materials as applied to real problems in structures, components and design.Failure Analysis Case Studies II comprises 40 case studies describing the analysis of real engineering failures which have been selected from volumes 4, 5 and 6 of Engineering Failure Analysis. The case studies have been arranged in sections according to the specific type of failure mechanism involved. The failure mechanisms covered are overload, creep, brittle fracture, fatigue, environmental attack, environmentally assisted cracking and bearing failures. The book constitutes a reference set of real failure investigations which should be useful to professionals and students in most branches of engineering.

Minimum Reinforcement in Concrete Members

  • 1st Edition
  • Volume 24
  • April 22, 1999
  • A. Carpinteri
  • English
  • Hardback
    9 7 8 - 0 - 0 8 - 0 4 3 0 2 2 - 5
  • eBook
    9 7 8 - 0 - 0 8 - 0 5 3 6 5 6 - 9
The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive responses.The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which "peak load at first concrete cracking" and "ultimate load after steel yielding" are equal. In this way, any brittle behaviour is avoided as well as any localized failure, if the member is not over-reinforced. In other words, there is a reinforcement percentage range, depending on the size-scale, within which the plastic limit analysis may be applied with its static and kinematic theorems.Carpinteri, Ferro, Bosco and El-Katieb propose a LEFM model, according to which reinforcement reactions are applied directly on the crack surfaces and a compatibility condition is locally imposed on the crack opening displacement in correspondence with the reinforcement. The theoretical model is found to provide a satisfactory estimate of the minimum percentage of reinforcement that depends on the scale and enables the element in flexure to prevent brittle failure.