By D.A. Burgan
Stainless-steel blast partitions made of profiled sheeting are prevalent on offshore procedure systems the place there's a possibility of unintended fuel explosions. they're often required to outlive the explosion with a purpose to shield body of workers and protection severe gear and to avoid the unfold of attainable next fireplace. they could even be utilized in onshore procedure plant and in different events the place security from explosions is a demand. This rfile provides advice at the layout of chrome steel blast partitions made up of profiled sheeting, together with tips on fabric habit and choice, reaction to blast loading, layout for longitudinal and transverse bending results, assessment of plastic deformation potential and suggestions on development info. The rfile in particular addresses partitions built of panels with easy trapezoidal corrugations without or with longitudinal flange stiffeners made of the grades of wrought stainless-steel that are usual in offshore structural purposes.
desk of Contents
2. layout foundation
three. features and houses of Stainless Steels
four. Nature of Explosion Loading and Structural reaction
five. Wall Profiles
6. Cross-Section class and powerful part houses
7. layout of Cross-Section to resist total Longitudinal Bending
eight. Transverse Loading at the Profile
nine. tools for Verifying the Plastic Deflection restrict
10. building information
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Additional info for Design Guide for Stainless Steel Blast Walls
The level of plastic deflection that is mobilised is that which results in a DLF equal to (DLF),. 3. Rd. 2 or, in the case of an unstiffened web, if s,lt > 1 7 . 1. 1). 2 for the relevant value of I,. 4 s, outboard from the support. 2 are met. 2 Local support shear and deformation capacity The support details must be checked for local shear and bending resistance. The bending resistance of the support detail aside from the dedicated hinging zone (at support level) must be sufficient to ensure that a second hinging zone does not develop and that the shear resistance at all levels is greater than the applied shear load.
Avesta Sheffield corrosion handbook for stainless steels Avesta Sheffield ABI 1994 9. PD 6484 Commentary on corrosion at bimetallic contacts and its alleviation British Standards Institution, 1979 10. Interim Guidance Notes for the Design and Protection of Topsides Structures against explosion and fire SCI-P-122, The Steel Construction Institute, 1991, 11. BIGGS, J, M Introduction to Structural Dynamics McGraw-Hill, 1964 12. CHI-LING PAN and WEI-WEN YU Mechanical properties of sheet steels and structural strength of cold formed stub columns affected by strain rate Fourth Pacific Structural Steel Conference, Vol 1, Steel Structures, Pergamon Press, Singapore, October 1995 FABIG Technical Note - June 1999 Page 5 1 Design Guide for Stainless Steel Blast Walls 13.
2 should be at least 2 % and preferably 4 5%. 5 are required, the width-to-thickness ratios of the cross section ( b p h and sJf) should be reduced beyond the requirements for Class 1 cross-sections by 10 20% or more. 7 Determination of the plastic deflection limit This design guide describes three methods that can be used for determining the plastic deflection limit: non-linear finite element -analysis, hydraulic or pneumatic load testing of scale models, explosion testing of scale models. 1 Non-linear finite element analysis Non-linear finite element (FE) methods are a powerful way of analysing blast walls from profiled sheeting and can give accurate results when applied properly.