Ultimate Strength Prediction of Steel Liners Using Nonlinear Finite Element Analysis-Reference-Cited by-同舟云学术

Ultimate Strength Prediction of Steel Liners Using Nonlinear Finite Element Analysis

Author:

Zarghamee Mehdi S.¹²³⁴,Erbay Ömer O.¹²³⁴,Eggers Daniel W.¹²³⁴,Kendall Donald R.¹²³⁴

Affiliation:

1. Principal, Simpson Gumpertz & Heger Inc., 41 Seyon Street, Building 1, Suite 500, Waltham, MA 02453.

2. Senior Engineer, Simpson Gumpertz & Heger Inc., 41 Seyon Street, Building 1, Suite 500, Waltham, MA 02453.

3. Staff Engineer, Simpson Gumpertz & Heger Inc., 41 Seyon Street, Building 1, Suite 500, Waltham, MA 02453.

4. General Manager, Calleguas Municipal Water District, 2100 Olsen Rd. Thousand Oaks, California 91360.

Publisher

American Society of Civil Engineers

Link

Reference5 articles.

1. ABAQUS/Standard Version 6.5-3 (2005). ABAQUS Inc.

2. ASME Boiler and Pressure Vessel Code. (1971). American Society of Mechanical Engineers Section VIII Division 1.

3. Design of Welded Structures;Blodgett O.;Section,1966

4. Menendez H. A. (2005). "Analysis of Steel Liner Materials." Report No. CAL136-61708F Stork Materials Testing & Inspection.

5. Triaxiality and Fracture of Steel Moment Connections;Schafer B.W.;Journal of Structural Engineering, ASCE,2000

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