STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING

The function of dredge in operation is to dredging, transporting, and mooving the materials from deep to surface. Merapin dredge is the property of PT Koba Tin, that operation since 1987 to 2002 for land operation. Because of this dredge will activate in sea operation, so to fulfill this requirement...

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Main Author: PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/15045
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:15045
spelling id-itb.:150452017-09-27T10:40:49ZSTRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/15045 The function of dredge in operation is to dredging, transporting, and mooving the materials from deep to surface. Merapin dredge is the property of PT Koba Tin, that operation since 1987 to 2002 for land operation. Because of this dredge will activate in sea operation, so to fulfill this requirement this ship need restoration and modification. This report examine about ladder structure which has dredging function. Modification is done to lengthen the ladder from 72,54 m to 83,215 m. Analysis has been done by using ansys finite element modeling programming. <br /> <br /> <br /> The calculated loading is due to chain bucket force, tension of chain bucket, the bucket weight and dredging force applied on bottom tumbler, top tumbler, ladder structure and cattray. <br /> <br /> <br /> Analyses has been done for 12&#959;, 25&#959;, 35&#959;, 45&#959; and 55&#959; of ladder slope and for 154, 156 and 158 number of bucket variation. The result of the analyses is the stress and displacement for such all variation ladder slope and number of bucket. <br /> <br /> <br /> The calculation obtain that the maximum von misses stress is 207.755 Mpa and the maximum displacement is 40.04 mm or 0,049% of ladder length. This result is safe if compare <br /> <br /> <br /> with allowable stress 245 Mpa and the safety factor is 1.179. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The function of dredge in operation is to dredging, transporting, and mooving the materials from deep to surface. Merapin dredge is the property of PT Koba Tin, that operation since 1987 to 2002 for land operation. Because of this dredge will activate in sea operation, so to fulfill this requirement this ship need restoration and modification. This report examine about ladder structure which has dredging function. Modification is done to lengthen the ladder from 72,54 m to 83,215 m. Analysis has been done by using ansys finite element modeling programming. <br /> <br /> <br /> The calculated loading is due to chain bucket force, tension of chain bucket, the bucket weight and dredging force applied on bottom tumbler, top tumbler, ladder structure and cattray. <br /> <br /> <br /> Analyses has been done for 12&#959;, 25&#959;, 35&#959;, 45&#959; and 55&#959; of ladder slope and for 154, 156 and 158 number of bucket variation. The result of the analyses is the stress and displacement for such all variation ladder slope and number of bucket. <br /> <br /> <br /> The calculation obtain that the maximum von misses stress is 207.755 Mpa and the maximum displacement is 40.04 mm or 0,049% of ladder length. This result is safe if compare <br /> <br /> <br /> with allowable stress 245 Mpa and the safety factor is 1.179.
format Final Project
author PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI
spellingShingle PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI
STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
author_facet PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI
author_sort PRATAMA (NIM : 13104039); Dosen pembimbing : Dr. Ir. Bagus Budiwantoro, ARYADI
title STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
title_short STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
title_full STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
title_fullStr STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
title_full_unstemmed STRENGTH ANALYSES OF MODIFICATION LADDER STRUCTURAL BY USING ANSYS PROGRAMMING
title_sort strength analyses of modification ladder structural by using ansys programming
url https://digilib.itb.ac.id/gdl/view/15045
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