Chapter
Apr 17, 2018
Structures Congress 2018

Industrial Structure Repair Case Study: Structural Assessment and Repair Prioritization

Publication: Structures Congress 2018: Bridges, Transportation Structures, and Nonbuilding Structures

ABSTRACT

Industrial structures in oil refineries face unique challenges. Aside from the highly corrosive environments typically found within refinery processing units, the equipment supported by the structures can pose serious risks of fire. For example, many vessels containing flammable hydrocarbons operate in excess of 900 degrees Fahrenheit (482° C). Furthermore, no new major refineries have been built in the United States for over 30 years and many structures are nearing or exceeding the end of their design life throughout our nation’s refining infrastructure. All of these factors are contributing to a widespread need for structural rehabilitation. Another issue that is becoming more prevalent throughout the industry is damage caused by fireproofing deterioration on structural steel members. In the event of a fire, steel structures need adequate protection from high heat until emergency responders arrive. Protection is generally provided by concrete cast in place around critical structural steel members. This method provides adequate fire ratings; however, if not applied and maintained correctly, concrete fireproofing may result in significant structural deficiencies and safety hazards in the long term. This case study will focus on the rehabilitation of a fluid catalytic cracking (FCC) unit at a Midwest refinery and is targeted at structural design, analysis, and inspection professionals. A structural assessment of the 12-story braced frame structure was performed in response to a connection failure resulting from corrosion due to moisture trapped in the mastic fireproofing material. Because of the size of the structure and the extents of deterioration, a systematic approach was required to develop a long-term rehabilitation strategy. A detailed field inspection of the structural members was performed in conjunction with the development of a full structural model. In pairing the results of the field investigation with the utilization ratios obtained from the model, a practical rehabilitation strategy was developed.

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REFERENCES

AISC (American Institute of Steel Construction). (2010) Specification for Structural Steel Buildings, ANSI/AISC 360-10. AISC, Chicago, IL.
AISC (American Institute of Steel Construction). (2002) Design Guide 15, Rehabilitation and Retrofit Guide. AISC, Chicago, IL.
ASCE (American Society of Civil Engineers). (2014) Minimim Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-10. Third printing. ASCE, Reston, VA.
ASCE (American Society of Civil Engineers). (2011) Guidelines for Seismic Evaluation and Design of Petrochemical Facilities. 2nd Edition. ASCE, Reston, VA.
ASCE (American Society of Civil Engineers). (2011) Wind Loads for Petrochemical and Other Industrial Facilities. ASCE, Reston, VA.
AWS (American Welding Society). (2015) Structural Steel Welding Code. AWS D1.1. AWS, Miami, FL.
PIP (Process Industry Practices). (2007) Structural Design Criteria. PIP STC01015 Standard. PIP, Austin, TX.

Information & Authors

Information

Published In

Go to Structures Congress 2018
Structures Congress 2018: Bridges, Transportation Structures, and Nonbuilding Structures
Pages: 489 - 500
Editor: James Gregory Soules, CB&I
ISBN (Online): 978-0-7844-8133-2

History

Published online: Apr 17, 2018
Published in print: Apr 17, 2018

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Authors

Affiliations

Nicholas Triandafilou, M.ASCE [email protected]
P.E., S.E.
Brindley Engineering Corporation, 901 Warrenville Rd., Suite #15, Lisle, IL 60532. E-mail: [email protected]
Mustafa Mahamid, Ph.D., F.ASCE [email protected]
S.E., P.E.
Civil and Materials Engineering Dept., Univ. of Illinois at Chicago and Brindley Engineering Corporation, 842 W Taylor St. Chicago, IL 60607. E-mail: [email protected]
Tom Brindley, M.ASCE [email protected]
P.E.
Brindley Engineering Corporation, 901 Warrenville Rd., Suite #15, Lisle, IL 60532. E-mail: [email protected]

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