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Failure Analysis Case Studies 11
                   D.R.H. Jones (Editor)
                   0 2001 Elsevier Science Ltd.  All rights reserved                       73





                                   CREEP  FAILURE  OF  A  SPRAY  DRIER


                                                   P. CARTER
                            Advanced Engineering and Testing Services, CSIR, Private Bag X28, Auckland Park 2006,
                                                Republic  of South Africa
                                                (Received 3 February 1998)

                       Abstract-NDT,  design calculations and metallurgical analysis were performed on specimens from a collapsed
                       spray drier. Failure modes initially regarded as possible were: corrosion leading to reduced sections and loss
                       of strength, fatigue and fracture, and creep. The calculations pointed to creep, and no positive metallurgical
                       or physical evidence was discovered to support any of the hypotheses. However, the compression stresses
                       implied  that  creep deformation could have  occurred  without inducing discernible creep damage. It  was
                       concluded that buckling and collapse of the structure was due to excessive creep deformation. 0 1998 Elsevier
                       Science Ltd. All rights reserved.
                       Keywords: Creep, buckling, overheating, process-plant failure, stress concentrations.




                                                1.  BACKGROUND
                  A  spray  drier  which  had  been  in  service for  nearly  20  years  at  the  Western  Platinum  Mine
                  metallurgical plant, collapsed on a quiet day while operating normally. The spray drier consisted of
                  a cylindrical shell some 15 m in height and 5.5 m in diameter, supported vertically on four 5 m steel
                  columns. Combustion gas controlled at 550°C from a chain-grate stoker entered an annular chamber
                  encircling the base of the shell. The gas entered the cylinder from a number of ports on the inside
                  of the annulus; it then travelled up the cylinder, drawn by an induced draught fan, in order to dry
                  a slurry falling from the top of the drier in a counterflow arrangement. The dry product was collected
                  from a cone at the bottom of the cylinder. The drier was lagged and clad from top to bottom to
                  conserve energy.
                    Figures 1-3  show views of the collapsed drier. Braced columns, the lagged and clad annulus and
                  shell, and the bottom cone, are all visible.
                    These figures show the  remarkable nature  of  the collapse, with the column and cone moving
                  down axisymmetrically until the weight was supported by the cone on the ground.
                    The aim of the investigation was to explain the failure and to make recommendations to ensure
                  that it was not repeated on the two remaining driers, which had seen some 7 years' service.


                                                 2.  INSPECTION

                    Ultrasonic  NDT was performed  on columns and some areas of  the annulus and shell on the
                  remaining two driers. Attempts to measure the temperature of the insulated skin of the annulus of
                  these driers were made with limited success. A probe  inserted into the lagging against the outer
                  annulus shell indicated temperatures in the range 330°C-360"C.  This was felt to be unrealistic, due
                  to the fact that the plate had gas at 550°C on one side and 250 mm of fibre glass lagging on the
                  other side. Where possible, thickness checks were made on the failed drier, and sections of  shells
                  and columns were removed for metallurgical analysis.
                    These investigations all gave negative results, that is, no significant corrosion was observed, and
                  both columns and shell material were consistent with Grade 430 mild steel without any deterioration
                  in properties. No evidence of fatigue and fracture was found and in particular, no physical evidence
                  of creep damage was found.
                  Reprinted from Engineering Failure Analysis 5 (Z), 143-147 (1998)
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