Failure Analysis Case Studies II: A Sourcebook of Case Studies Selected from the Pages of Engineering Failure Analysis 1997-1999
David R. H. Jones
Elsevier Science, 2001 - Science - 444 pages
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.
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Bursting of a silo
Breakup of the firewall between the B and C modules of the Piper Alpha
Torsional failure of a wire rope mooring line during installation in deep water
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2001 Elsevier Science Analysis Case Studies bending stress bilge keel blade bolts braze brittle fracture butanone calculated chain components corrosion crack growth crack initiation crack propagation cylinders D.R.H. Jones Editor damage defect deformation diameter disc brake Elsevier Science Ltd Engineering Failure Analysis examination factor failed tank fatigue crack flange fracture mechanics fracture surface fracture toughness ground bar hole hoop stress hydrogen hydrogen embrittlement inner investigation layer load longitudinal martensite material maximum mechanical microstructure notch occurred operation oxide panel pipe pitting plastic polypropylene port bilge keel Pourbaix diagram pressure reduced region Reprinted from Engineering residual stresses rights reserved sample shaft shown in Fig shows six strand specimen spiral strand strain strength stress concentration Studies II D.R.H. temperature tensile tensile stress tension torque torque balanced torsional toughness tube wall thickness weld weld metal wire rope yield strength zone