Page 16 - Failure Analysis Case Studies II
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Failure Analysis Case Studies II
                   D.R.H. Jones (Editor)
                   0 2001 Elsevier Science Ltd.  All rights reserved                          3





                                             BURSTING  OF  A  SILO


                                                  R. KIESELBACH
                             Failure Analysis of Metals, Swiss Federal Laboratories for Materials Testing and Research,
                                        Oberlandstrasse 129, CH-8600 Dlfbendorf, Switzerland
                                                 (Received30 Augmf 1996)

                        Abstract-This  paper describes the bursting of a large silo on a farm, which caused considerable environmental
                        damage and cost. The cause was misuse of the silo for vegetable slurry instead of for feed for livestock, and
                        overfilling the silo. 0 1997 Elsevier Science Ltd. All rights reserved.
                        Key words: silo, failure, rupture, hydrostatic pressure




                                                1.  INTRODUCTION

                   Most of the accidents in connection with silos are due to suffocation or gas poisoning of the farmers
                   entering a silo. Some are also caused by the explosion of methane, which is produced by fermentation
                   of the forage. Cases of bursting or explosion are, nevertheless, rather rare.
                     In the present case, three identical silos had been built on a farm, each with a diameter of 6m
                   (20 ft) and a height of nearly 25 m (80 ft). The hull of the vessels was made of steel plates measuring
                    1.4  x  2.68 m, and the thickness of the sheets vaned from 5.7 mm at the bottom to 2.4 mm at the
                   top. All  in  all, the silo consisted of  16 rings and one base ring. The individual sheets had  been
                   protected  against corrosion  by  enamelling, and were joined  by  bolts and nuts.  The joints  were
                   protected against corrosion by a special kind of mastic. The total capacity of a silo was approximately
                   630 m3.
                     Since the farm no longer had any use for the silos, they were rented to a feed company for the
                   storage of feed for pigs. The slurry was delivered in tank cars and pumped into the silo. The silo
                   was filled up repeatedly in the following months. Finally, a few minutes after a delivery, when the
                   tank  car had just left the site, the silo burst and spilled its contents,  a  slightly sour slurry. The
                   collapse of the top of  the silo also damaged the next, still empty silo, which  buckled  and also
                   collapsed partially. The spilled slurry caused considerable environmental damage in addition to the
                   cost of the silos and the cost of the interruption to service. According to the lorry driver, the silo
                   had been, at that time, approximately three-quarters full, and the manhole lid had not been fastened,
                   but only laid loosely on its flange.



                                   2.  INVESTIGATIONS  AND  TESTS  PERFORMED
                   2.1.  Visual inspection
                     The site of the accident was visited and the following observations could be made (see Figs 1-3).
                   Silo 3 had  failed and was severed above the  seventh ring (counted  from  the bottom),  where a
                   reinforcement ring was attached. A zone, four rings high, had been separated, and hung partially
                   on the silo, partially on the ground. The contents of the silo had spilled for approximately 30 m in
                   a semicircle uphill and 200 m downhill. The pasture had been destroyed, the slurry being slightly
                   sour after lactic acid fermentation.
                     The detached rings were separated into several pieces, and were in some places still immersed in
                   a pool of slurry, such that it was difficult to make out where the pieces had belonged. Failure had
                   Reprinted from Engineering Failure Analysis 4 (l), 49-55 (1997)
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