Building on Failure: Design and Construction of an Aircraft Carrier Dry Dock in Mumbai

Author(s):  
Steve Davies ◽  
S C Mittal
2005 ◽  
Vol 21 (02) ◽  
pp. 73-80
Author(s):  
Gregory F. Morea

The design and construction of any marine vessel designed on a computer-assisted design (CAD) system, from a nuclear aircraft carrier to the smallest work boat, requires the interaction of many electronic databases, all of which must be continually updated for the work to proceed. The exchange of this information, especially geometry, in digital format is accomplished using many different tools and techniques. Much has been presented to the marine community about the tools used, such as the Initial Graphics Exchange Specification (IGES) and the Standard for the Exchange of Product Model Data (STEP), and how these tools might be used for exchanges in the future, but little has been presented on how production data exchanges actually occur. At Electric Boat, current submarine programs cannot wait for future data transfer solutions. Design and construction data must be exchanged among various activities, internal and external, with such volume as to make manual reentry of data an unrealistic solution. Because of the complexities associated with the electronic exchange of these data, the General Dynamics (GD) Marine organization of Electric Boat has a dedicated group that both performs production data exchanges and researches and implements new methods of electronic transfer. This paper discusses the rationale for and the formation of the data exchange group at Electric Boat, along with its place within GD Marine. It then presents an overview of the tools used by the group and how production transfers occur, both routine and unique. Notable transfers provide examples of how the group works to solve transfer problems. Importantly, this paper shows how many of the exchange standards developed for the marine industry actually work in production. Special emphasis will be placed on the exchange of solid models in a day-to-day environment. The paper concludes with a look at the future of production data exchanges for Electric Boat and the larger marine industry.


1955 ◽  
Vol 4 (5) ◽  
pp. 699-704
Author(s):  
T F BURNS ◽  
R D MACKEY ◽  
R O C THOMPSON ◽  
D H LITTLE

1955 ◽  
Vol 4 (3) ◽  
pp. 387-409
Author(s):  
T E SMITH ◽  
P W E HOLLOWAY ◽  
E LOEWY ◽  
W S WILSON ◽  
B P INGAMELLS ◽  
...  

1964 ◽  
Vol 29 (2) ◽  
pp. 431-445
Author(s):  
G P MARTIN ◽  
W J SHIRLEY ◽  
H J B HARDING ◽  
J H JELLETT ◽  
F S JACKSON ◽  
...  

1979 ◽  
Vol 66 (1) ◽  
pp. 93-114 ◽  
Author(s):  
GH COCHRANE ◽  
DJL CHETWIN ◽  
W HOGBIN

Author(s):  
С.В. Антоненко ◽  
М.В. Китаев ◽  
А.А. Муратов ◽  
Р. Вигнеш ◽  
О.Э. Суров

В процессе проектирования сухого дока, строящегося в г. Большой Камень, у российских специалистов возникли расхождения с проектантами из КНР по вопросам обеспечения остойчивости батопорта и его балластировки. По мнению российской стороны, требование китайских норм к метацентрической высоте (не менее 1,0 м) является чрезмерно завышенным. Кроме того, представлялось желательным использовать постоянный жидкий балласт вместо твёрдого. К решению возникших вопросов были привлечены представители ДВФУ. В работе рассмотрены результаты оценки остойчивости батопорта при использовании твёрдого и жидкого постоянного балласта. Сопоставлены требования к остойчивости батопортов в Китае, Великобритании и Франции. Рассмотрена динамическая остойчивость батопорта, в том числе для случая рывка буксирного троса при отводе батопорта от дока с учётом требований российского регистра. Выполненные исследования были приняты во внимание при окончательном решении вопроса о типе постоянного балласта. The main object of Shipbuilding Complex "Zvezda" shipbuilding complex is a dry dock. The dry dock is located in Bolshoi Kamen city. There are some discrepancies between of Russian and Chinese engineers about the ballast type and stability of dry dock gate. As an example the Chinese stability requirement for metacentric height (at least 1.0 m) is considered as excessively high. In addition two types of dry dock gate ballasts (solid and liquid) were considered. The authors were involved in this research. In this paper we present the results of dry dock gate stability assessment for solid and liquid types of ballast. For this research the dry dock gate stability requirements of China, Great Britain and France standards were compared. The dynamic stability of dry dock gate was considered for the case of a tug rope tension with taking into account the requirements of the Russian register of shipping. The results of this research were taken into account as recommendations for design and construction of the dry dock gate.


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