Our staff has worked on most types of bolted joints. Yours will not be new to us!
We have a track record of solving problems. We've helped many clients to achieve reliable bolted joints.
We invite you to browse through our application list. Contact us; we'd be glad to help with your bolting application or problem, whether it be assembly or performance, we can help!
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Nuclear Power
- Reviewed assembly procedures of all
safety related systems, analyzed joints and recommended
fastener preloads.
- Designed and conducted test program
to study compressive strains in the Lower Bearing Block
vessel closure mechanism for shipboard nuclear reactors.
- Consulted on the development of the
Nuclear Plant Threaded Fastener Improvement program.
Programs included materials standardization, gasket
selection, standardized assembly procedures, training, leak
reduction tracking and trending.
- Consulted on the determination of
existing preload in the Reactor Pressure Vessel Anchor
Studs. Controlled the detensioning of the studs to a lower
preload.
- Developed load versus elongation
relationship for Reactor Top Guide Stud.
- Advised and trained personnel on
assembly of Navy 10" Swing Check Valve using ultrasonic
stretch measurements.
- Determined the stripping strength
of tapped holes for Tugco steam generator upper lateral
support bolt.
- Reviewed and recommended changes to
South Texas project Bolted Joint assembly procedures.
- Developed stud preload models and statistical techniques for predicting preload for large fasteners of heavy equipment supports. Methods were validated by experiments on 3" diameter heavy equipment support studs.
Electric Power Research Institute (EPRI)
Authored EPRI reports:
- NP2124: "A Study of Bolting
Problems, Tools and Practices in the Nuclear Industry."
- NP-5067 "Good Bolting Practices" a
reference manual for maintenance personnel.
- NP-6316 "Guidelines for Threaded
Fastener Application in Nuclear Power Plants"
- Two hour videotape on leak prevention in bolted joints
Boiler and Pressure Vessel
- Analysis of 10", 1500 lb. flanges.
- Analysis of 127" diameter reactor
flanges.
- Analysis of stripper joints.
- Analysis of 3500-psi hydrogen
control valve bolted joints.
- Analysis of 18", 3500-psi hydrogen
reactor joint.
- Analysis of hardening tube assembly
procedure.
- Analysis of 60" expander inlet
spool piece flange.
- Analysis of large diameter, high
temperature reactor flange.
- Developed preload recommendations for mixer to vessel bolted joint.
Automotive and Heavy Equipment
- Established torquing specifications
for the M60 tank track threaded fasteners. Ten-fold increase
in track reliability was achieved.
- Consulted on failure analysis of
M60 cylinder studs. Recommended modification of the
nut-bearing surface, which resulted in a 50% increase in
achieved stud preload at the specified torque.
- Developed a computer program for
the analysis of bolted joints in accordance with the VDI
2230 Analysis of High Duty Bolted Joints.
- Consulted on fatigue of large ball
and sag mill bolted flanges.
- Designed and managed the production
of 20,000-ft. lb. assembly machines used to torque gland
nuts on hydraulic piston rods.
- Developed equipment for real-time monitoring of bolt loads on automotive assembly line. Collected data on 20,000 bolts.
Civil / Structural
- 2nd Biennial Movable Bridge
Symposium: presented a paper on "The Use and Misuse of
Galvanized Structural Bolts." Discussed problems relating to
the use of galvanized A325 structural bolts including;
thread stripping, low installation preload, bolt failure.
Recommended practices to alleviate this problem.
- Using an ultrasonic extensometer,
measured insitu loads in A325 galvanized bolts and A490
black bolts which were installed in a bascule bridge. The
tests were part of a study sponsored by federal DOT contract
DTFH61-85-C-00174. The results were included in a report,
"High Strength Bolts for Bridges" by J. Yura, et.al.
- Measured residual preload on
Williamsburg Bridge cable clamp assembly.
- Measured stud preload on George
Washington Bridge cable clamp assembly.
- Studied the preload of improperly installed A490 structural steel bolts in a forty-story office building.
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