Behavior of Flexible Pintles for Miter Gates
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147, Issue 5
Abstract
The United States Army Corps of Engineers assumes that horizontally framed miter gates thrust into lock chamber walls under hydraulic head. However, in many gates the bottom hinge, a fixed pintle, interrupts this thrusting action by taking a portion of the load itself. As the fixed pintle is not designed for such loading, the resulting high pintle stresses significantly reduce pintle life. This research proposes alternative designs to increase pintle flexibility enough to allow the gate to fully thrust into the wall. Designs include a free pintle, rocking pintle, and elastomeric bearing pad pintle. These flexible pintle designs are evaluated for their ability to allow the gate to thrust into the wall and reduce stress. This research finds that the flexible pintles improve the thrusting behavior into the wall. Although the elastomeric bearing pad pintle is found to be the most flexible pintle, further research of fatigue damage in elastomeric bearing pads is required to show that the elastomeric bearing pad is better than the fixed pintle.
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Data Availability Statement
All data and models that support the findings of this study are available from the corresponding author upon reasonable request.
Notation
The following symbols are used in this paper:
- e
- rocking pintle pivot point eccentricity (m);
- FG
- force due to gravity (MN);
- Fquoin
- horizontal pintle force in quoin normal direction (MN);
- H
- height of miter gate (m);
- h
- element length corresponding to finite-element discretization (m);
- hC
- coarse finite-element discretization (m);
- hF
- fine finite-element discretization (m);
- hM
- medium finite-element discretization (m);
- hshell
- shell finite-element length (m);
- p
- order of convergence;
- Rquoin
- horizontal pintle reaction in quoin normal direction (MN);
- Rx−1
- gudgeon horizontal reaction (MN);
- Rx−2
- pintle horizontal reaction (MN);
- Ry
- gudgeon vertical reaction (MN);
- Rθ
- pintle reaction in quoin normal direction at angle θ (MN);
- Rθ+π/2
- pintle reaction in quoin normal direction at angle θ + π/2 (MN);
- R1
- radius of free pintle bushing circular contact area (m);
- R2
- radius of free pintle ball circular contact area (m);
- R3
- radius from rocking pintle ball to rocking plate (m);
- R4
- radius from rocking pintle ball to pivot point (m);
- r
- ratio between successive finite-element discretization refinements;
- U(h)
- upper bound of solution error;
- Ureference
- upper bound of solution error relative to the reference solution;
- w1
- radius of bushing cylindrical contact area (m);
- w2
- radius of pintle ball cylindrical contact area (m);
- yreference
- reference finite-element solution;
- y(h)
- finite-element solution given a discretization h;
- α0
- rocking pintle initial angle between R3 and R4 (deg);
- α1
- rocking pintle final angle between R3 and R4 (deg);
- β
- rocking pintle wedge cut-out angle (deg);
- ΔxElasto
- elastomeric pintle horizontal displacement (m);
- ΔxFree
- free pintle horizontal displacement (m);
- ΔxRocking
- rocking pintle horizontal displacement (m);
- ΔyElasto
- elastomeric pintle vertical displacement (m);
- ΔyFree
- free pintle vertical displacement (m);
- ΔyRocking
- rocking pintle displacement (m);
- θ
- angle at which bushing and pintle ball contact in a free pintle (deg);
- θ0
- initial angle at which bushing and pintle ball contact in a free pintle (deg); and
- θ1
- final angle at which bushing and pintle ball contact in a free pintle (deg).
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© 2021 Published by American Society of Civil Engineers.
History
Received: Nov 16, 2020
Accepted: Apr 2, 2021
Published online: May 31, 2021
Published in print: Sep 1, 2021
Discussion open until: Oct 31, 2021
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