1
CHAPTER 1
INTRODUCTION
1.1 Introduction
A pressure vessel is a closed container designed to hold gases or liquids at a pressure different  from  the  ambient  pressure.  The  pressure  differential  is  potentially
dangerous  and  many  fatal  accidents  have  occurred  in  the  history  of  their development  and operation. Consequently, their  design, manufacture, and operation
are regulated by engineering authorities backed up by laws.
The  need  to  protect  the  public  became  apparent  shortly  after  the  steam  engine  was conceived in the late 18th century. In the early 1800s, there were literally thousands
of boiler explosions in the United States and Europe, each of which resulted in some deaths  and  a  few  injuries.  The  consequences  of  these  failures  were  not  of  a
catastrophic level that brought a lot of attention to them. It was not until the failures became  more  catastrophic  that  attention  was  brought  to  bear  on  the  explosions.
Canonico, D. A. 2000.
For  both  economic  and  safety  reasons,  the  pressure  vessel  steel  with  sufficient strength and toughness is required in commercial industry. In particular, the WM and
HAZ must have sufficient  toughness.  Effects  of  mechanical  loading, inclusion size, chemical  composition  and  cooling  rate  on  the  toughness  in  pressure  vessel  steel
welds  have  been  extensively  investigated  for  the  last  two  decades.  Low  fracture toughness  has  been  correlated  with  the  crack  propagation  behavior  of  the  weld.
Cracks  have been found in  various regions  of the weld  with  different  orientation  in
2
the  weld  zone,  such  as  centerline  cracks,  transverse  cracks  and  micro-cracks  in  the underlying WM or HAZ.
1.2 Problem Statement
Failures of welded structures can and do occasionally occur, sometimes with serious human,  environmental  and  economic  consequences.  Study  shows  approximate
failure rates for various types of welded structure. For example the explosion boiler at USA in year 1900 recorded the failure rate is approximately 400 per year and for
year 1970 is approximately 200 per year. For onshore gas pipeline at Western Europe traced  the  failure  rate  is  0.6  per  1000  km  per  year  while  for  petroleum  products
pipeline at USA give the failure rate 0.55 per 1000 km per year.
It  shows  amongst  other  things  how  the  use  of  experience-based  engineering  codes and  standards  can  reduce  failure  rate  whereas  the  ASME  Boiler  Code  Committee
was  established  in  1911,  when  boiler  explosions  in  the  USA  were  occurring  at  the rate  of  virtually  one  per  day.  Although  such  occurrences  are  much  less  common  a
century  on,  the  continued  prevention  of  failure  requires  careful  attention  to  design, materials, construction, inspection and maintenance.
A useful way of categorizing failures in welded structures is to distinguish between instant  failure  modes  and  time-dependent  failure  processes.  In  all  cases,  the  failure
occurs when the driving force for failure for example applied stress that exceeds the materials resistance such as fracture toughness. Consequently, instant  failure modes
are quite likely to occur early in the life cycle of the structure, perhaps due to errors in  design,  construction,  materials  or  inspection.  Smith,  T.  A.  and  Warwick,  R.  G.
1983.
The temperature and maximum thickness of plates is limited only by the capacity of the  composition  to  meet  the  specified  mechanical  property  requirements.  However
the crack of the material due to life cycle for the required value in the investigation.
3
Discontinuities  may  be  classified  as  defects  depending  on  acceptance  criteria  in  a particular  specification  or  code.  Discontinuities  are  rejectable  only  if  they  exceed
specification  requirements  in  terms  of  type,  size,  distribution,  or  location. Discontinuities  may  be  found  in  the  weld  metal  WM,  heat-affected  zones  HAZ,
and base metal BM of weldments.
These  may  eventually  lead  to  final  failure  by  one  of  the  instant  failure  modes described  above.  Welded  joints  are  particularly  susceptible  to  fatigue,  typically
initiating from discontinuities at the weld toe.  The region affected is called the heat affected zone that lies outside the fusion zone in pure metals and outside the partially
melted  zone  in  alloys  similar  to  the  area  in  the  undisturbed  tank  metal  next  to  the actual weld material. Messler, R. W. 1999a. This area is less ductile than either the
weld or the steel plate due to the effect of the heat of the welding process. Literature show that HAZ is frequent where damage start to occur. This zone is most vulnerable
to damage as cracks are likely to start here. Thus, the zone is uncovered for exposure to influence the serious damage.
1.3 Objectives of project