+ All Categories
Home > Documents > Elliott Bay Design Group & BAE Systems Elliott Bay Design Group (EBDG) and BAE Systems were tasked...

Elliott Bay Design Group & BAE Systems Elliott Bay Design Group (EBDG) and BAE Systems were tasked...

Date post: 30-May-2018
Category:
Upload: dangquynh
View: 214 times
Download: 0 times
Share this document with a friend
2
Background Elliott Bay Design Group (EBDG) and BAE Systems were tasked with assessing the structural viability and modifications of aging dry docks at the Port of San Francisco’s Dry Dock 2. In a Certificate of Honor awarded to EBDG, the Mayor of San Francisco, Gavin Newsom, pronounced, “…I am pleased to recognize and honor the engineering team of Elliott Bay Group, BAE Systems San Francisco Ship Repair, and Princess Cruises for their collective contribution to the economic vitality of our City. Together this prestigious team designed and implemented a series of modifications to the Port of San Francisco’s Dry Dock 2 that now enables it to service ships too wide to transit the Panama Canal (post-Panamax). With this additional capacity, San Francisco will be in the unique position of having the only floating dry dock large enough to accommodate post-Panamax ships in the Pacific waters off North and South America and will be able to capture the mega-ship market, beginning a new chapter in our City’s rich maritime history.” Challenge According to Steve Harris, PE, Sr. Structural Engineer at EBDG: “Corrosion wastage not only weakens the strength of the scantlings, but also directly affects the operational load capacity of dry docks. Therefore, the operations group has expectations from the results of this analysis. The primary goal for the operations group is to maintain or even increase the capacity of the structure to meet their requirements. The operational requirements usually dictate the loading conditions used in the analysis.” Solution “With FEA, it is not only possible to determine the repair requirements, but it is also possible to provide additional capacity in certain areas of the structure. Therefore, FEA can be used to maintain the existing capacity and increase certain areas if required for future operations with specific modifications. This is made possible by increasing the capacity of certain structure exhibiting additional capacity without impacting other areas exhibiting extesive corrosion or marginal capacity.” –Steve Harris, PE Elliott Bay Design Group & BAE Systems Services FEA Software Sales & Support Benefits Ensure Additional Capacity - Competitive Advantage Reduced liability Software ANSYS Structural Engineer . Simulate . Innovate SimuTech Group is a world class provider of engineering, software and physical testing services, specializing in FEA (finite element analysis) and CFD (computational fluid dynamics) www.SimuTechGroup.com [email protected] (844) 825-5971
Transcript

Background

Elliott Bay Design Group (EBDG) and BAE Systems were tasked with assessing the structural viability and modi�cations of aging dry docks at the Port of San Francisco’s Dry Dock 2.

In a Certi�cate of Honor awarded to EBDG, the Mayor of San Francisco, Gavin Newsom, pronounced, “…I am pleased to recognize and honor the engineering team of Elliott Bay Group, BAE Systems San Francisco Ship Repair, and Princess Cruises for their collective contribution to the economic vitality of our City. Together this prestigious team designed and implemented a series of modi�cations to the Port of San Francisco’s Dry Dock 2 that now enables it to service ships too wide to transit the Panama Canal (post-Panamax). With this additional capacity, San Francisco will be in the unique position of having the only �oating dry dock large enough to accommodate post-Panamax ships in the Paci�c waters off North and South America and will be able to capture the mega-ship market, beginning a new chapter in our City’s rich maritime history.”

Challenge

According to Steve Harris, PE, Sr. Structural Engineer at EBDG: “Corrosion wastage not only weakens the strength of the scantlings, but also directly affects the operational load capacity of dry docks. Therefore, the operations group has expectations from the results of this analysis. The primary goal for the operations group is to maintain or even increase the capacity of the structure to meet their requirements. The operational requirements usually dictate the loading conditions used in the analysis.”

Solution

“With FEA, it is not only possible to determine the repair requirements, but it is also possible to provide additional capacity in certain areas of the structure. Therefore, FEA can be used to maintain the existing capacity and increase certain areas if required for future operations with speci�c modi�cations. This is made possible by increasing the capacity of certain structure exhibiting additional capacity without impacting other areas exhibiting extesive corrosion or marginal capacity.” –Steve Harris, PE

Elliott Bay Design Group & BAE Systems

Services

■ FEA Software Sales & Support

Bene�ts

■ Ensure Additional Capacity - Competitive Advantage

■ Reduced liability

Software

■ ANSYS Structural

Engineer.Simulate. Innovate

SimuTech Group is a

world class provider

of engineering, software

and physical testing

services, specializing in

FEA (�nite element

analysis) and CFD

(computational �uid

dynamics)

[email protected]

(844) 825-5971

Chances are we’re in your neighborhood. With of�ces across the U.S. and in Canada, our engineers are always available for one-on-one consultations.

[email protected]

(844) 825-5971

ANSYS, ANSYS Workbench, AUTODYN, CFX, FLUENT and any and all ANSYS, Inc. brand, product, service and feature names, logos and slogans are registered trademarks or trademarks of ANSYS, Inc. or its subsidiaries in the United States or other countries. All other brand, product, service and feature names or trademarks are the property of their respective owners.

Atlanta6025 Atlantic Blvd.Suite HNorcross, GA 30071770-729-1258

Chicago1100 East Wood�eld RoadSuite 433Schaumburg, IL 60173630-824-9300

Cincinnati3149 East Kemper Rd.Cincinnati, OH 45241513-297-0531

Cleveland1612 Georgetown Rd.Hudson, OH 44236330-552-2301

Denver11658 N. Huron StSuite 300Northglenn, CO 80234303-832-3149

San DiegoPO Box 24Del Mar, CA 92014858-947-3636

Montreal550 chemin du GolfSuite 100Ile des Soeurs Verdun, QCH3E1A8514-761-0611

Toronto50 Ronson Dr.Suite 120Toronto, ONM9W 1B3416-249-1471

Kalamazoo2630 East Shore DrPortage, MI 49002269-204-2048

Rochester1800 Brighton-Henrietta Town Line Rd.Rochester, NY14623585-424-2010

Seattle11611 Airport RoadSuite 201Everett, WA 98204425-353-8089

Calgary1600, 144 - 4th Avenue SWCalgary, Alberta T2P 3N4403-514-8212


Recommended