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TECHNICAL PAPERS

Stress Relaxation Behavior at High-Tension Bolted Connections of Stainless-Steel Plates

[+] Author and Article Information
Masayuki Tendo, Kenji Yamada

Steel Research Laboratories, Nippon Steel Corporation, 20-1 Shintomi, Futtsu, Chiba-ken 293-8511, Japan

Yasumi Shimura

Construction & Architectural Materials Development & Engineering Service Division, Nippon Steel Corporation, 2-6-3 Otemachi, Chiyodaku, Tokyo 100-8071, Japan

J. Eng. Mater. Technol 123(2), 198-202 (Sep 22, 2000) (5 pages) doi:10.1115/1.1338481 History: Received April 14, 1999; Revised September 22, 2000
Copyright © 2001 by ASME
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References

Figures

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Representative creep curves of type 304 stainless steel and carbon steel at room temperature
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Creep curves of type 304 stainless steel at different stresses
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Schematic views of apparatuses for the measurement of stress relaxation at bolted connection: (a) joint model and (b) friction type high-tension bolted connection
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Stress dependence of α coefficients in the Eq. (1)
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Stress relaxation measured on the joint model of annealed type 304 and carbon steels; (a) changes in the distances between washers and (b) changes in axial bolt stress
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Stress relaxation measured on the joint model of annealed type 304N and cold-rolled type 304 steels; (a) changes in the distances between washers and (b) changes in axial bolt stress
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Changes in axial bolt stress at the actual bolted connections with spliceplates; (a) annealed type 304 spliceplates and (b) cold-rolled type 304 spliceplates
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Coordinate system and boundary conditions in FEM model of bolted joint
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Calculated stress distribution on the plane 1.2 mm under the plate surface before creep deformation
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Calculated stress relaxation curves compared with experimental ones: (a) type 304 plate and (b) type 304N plate
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Calculated distribution of creep strain within 700 hours at bolted connections: (a) type 304 plate and (b) type 304N plate

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