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An Optimal Braking Force Distribution in the Rigid Drawbar Trailers with Tandem Suspension Cover

An Optimal Braking Force Distribution in the Rigid Drawbar Trailers with Tandem Suspension

Open Access
|Mar 2025

Figures & Tables

Fig. 1.

Forces acting on a farm tractor (ISO coordinate system [35])
Forces acting on a farm tractor (ISO coordinate system [35])

Fig. 2.

Forces acting on a single-axle semi-trailer
Forces acting on a single-axle semi-trailer

Fig. 3.

Forces acting on a tandem-axle semi-trailer
Forces acting on a tandem-axle semi-trailer

Fig. 4.

Forces acting on a walking beam (a) and bogie suspension (b)
Forces acting on a walking beam (a) and bogie suspension (b)

Fig. 5.

Forces acting on a two leaf spring suspension
Forces acting on a two leaf spring suspension

Fig. 6.

Forces acting on a two leaf-two rod suspension
Forces acting on a two leaf-two rod suspension

Fig. 7.

Forces acting on two leaf spring suspension with equalization
Forces acting on two leaf spring suspension with equalization

Fig. 8.

Forces acting on air tandem suspension
Forces acting on air tandem suspension

Fig. 9.

Limits of adhesion utilization in accordance with Commission Delegated Regulation (EU) 2015/68 [8]: a – first solution, b – second solution
Limits of adhesion utilization in accordance with Commission Delegated Regulation (EU) 2015/68 [8]: a – first solution, b – second solution

Fig. 10.

A block diagram of an algorithm for the optimization of brake forces of a semi-trailer with tandem suspension using the Monte Carlo method (OFs ‒ initial value of the objective function, Nd ‒ number of draws, Ngood – number of good solutions, meeting inequality constraints, Nbetter ‒ number of better solutions, reducing the value of the objective function)
A block diagram of an algorithm for the optimization of brake forces of a semi-trailer with tandem suspension using the Monte Carlo method (OFs ‒ initial value of the objective function, Nd ‒ number of draws, Ngood – number of good solutions, meeting inequality constraints, Nbetter ‒ number of better solutions, reducing the value of the objective function)

Fig. 11.

Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a single axle semi-trailer: a – an unladen trailer (I solution), b – a laden trailer (II solution)
Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a single axle semi-trailer: a – an unladen trailer (I solution), b – a laden trailer (II solution)

Fig. 12.

Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a tandem semi-trailer (considering the weight of the tandem suspension): a – an unladen trailer with air suspension (I solution), c – a laden trailer with air suspension (II solution), b – an unladen trailer with bogie suspension (I solution), d – a laden trailer with bogie suspension (II solution)
Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a tandem semi-trailer (considering the weight of the tandem suspension): a – an unladen trailer with air suspension (I solution), c – a laden trailer with air suspension (II solution), b – an unladen trailer with bogie suspension (I solution), d – a laden trailer with bogie suspension (II solution)

Fig. 13.

Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a tandem axle semi-trailer (considering the weight of the tandem suspension): a – an unladen trailer with two leaf-two rod suspension (I solution), c – a laden trailer with two leaf-two rod suspension (II solution), b – an unladen trailer with two leaf suspension (I solution), d – a laden trailer with two leaf suspension (I solution)
Adhesion utilization curves fi(z) for an optimal distribution of brake forces in a tandem axle semi-trailer (considering the weight of the tandem suspension): a – an unladen trailer with two leaf-two rod suspension (I solution), c – a laden trailer with two leaf-two rod suspension (II solution), b – an unladen trailer with two leaf suspension (I solution), d – a laden trailer with two leaf suspension (I solution)

Rigid drawbar trailer and tandem suspension technical data [37–38]

Semi-trailer with tandem axleTandem suspension
unladenladenbogie (3.1)2 leaf spring (3.2)2 leaf 2 rod (3.3)2 leaf equal. (3.4)air susp. (3.5)
m=3900 kgm=19800 kgd1=0.705 mc1=0.454 mc1=0.497 mc1=0.454 mc1=0.5 m
L1=3.94 mL1=3.94 md2=0.645 mc=0.93 mc=0.97 mc=0.93 mc=0.88 m
L2=1.35 mL2=1.35 mhs=0.567 mhs=0.717 mhr1=hr1=0.467 mhs=0.717 mhs=0.717 m
a=4.26 ma=4.055 mh2=0.547 mh2=0.567 mh2=0.567 mh2=0.567 mh2=0.567 m
h=1.19 mh=1.62 mb2=0.03 md1=d2=0.21md1=d2=0.19 md1=d2=0.675 m
hh=0.59 mhh=0.59 m α1= α2=15º

The technical data and results of the optimization of brake force distribution in single axle semi-trailer: L1=4_45 m, hh=0_7 m (L ‒ laden, U ‒ unladen, I, II – first and second solution)

m kg]a [m]h [m]OFβ1iP

UI-UII22503.8950.980.0947–0.09470.2079–0.20793.8097–3.8097
LI - LII72503.8401.250.1272–0.12720.2445–0.24453.0901–3.0901

The results of the optimization of brake force distribution in a tandem axle semi-trailer (L ‒laden, U ‒ unladen, Lw, Uw – laden and unladen with weight of suspension)

SuspensionOFβ1β21β22iPiS

Bogie (3.1)U-Uw0.3040–0.31150.1629–0.15880.5740–0.57930.2631–0.26195.1402–5.29710.4583–0.4521
I and II solutionL-Lw0.3006–0.30150.2301–0.23010.5286–0.52860.2412–0.24123.3456–3.34560.4564–0.4564

2 leaf 2 rod (3.3)U-Uw0.6716–0.88310.2313–0.23070.1803–0.15270.5884–0.61663.3239–3.33543.2635–4.0377
I solutionL-Lw0.5841–0.69910.3117–0.32670.1674–0.16440.5209–0.51892.2086–2.15743.1116–3.1573
II solutionU-Uw0.9446–1.21690.2075–0.20650.1705–0.14440.6220–0.64903.8198–3.84173.6483–4.4935
L-Lw0.7531–0.78930.2806–0.28180.1577–0.15250.5617–0.56572.5635–2.54903.5631–3.7096

2 leaf equal. (3.4)U-Uw0.2512–0.25120.1951–0.19510.4031–0.40310.4018–0.40184.1265–4.12650.9969–0.9969
I solutionL-Lw0.2099–0.20990.2605–0.26050.3710–0.37100.3685–0.36852.8388–2.83880.9935–0.9935
II solutionU-Uw0.3002–0.30020.1803–0.18030.4040–0.40400.4156–0.41564.5449–4.54491.0288–1.0288
L-Lw0.2117–0.21170.2561–0.25610.3721–0.37210.3717–0.37172.9046–2.90460.9989–0.9989

air susp. (3.5)U-Uw0.2511–0.25110.1951–0.19510.4031–0.40310.4018–0.40184.1265–4.12650.9969–0.9969
I solutionL-Lw0.2098–0.20980.2605–0.26050.3710–0.37100.3685–0.36852.8388–2.83880.9935–0.9935
II solutionU-Uw0.3003–0.30030.1803–0.18030.4040–0.40400.4156–0.41564.5449–4.54491.0288–1.0288
L-Lw0.2117–0.21170.2561–0.25610.3721–0.37210.3717–0.37172.9046–2.90460.9989–0.9989

2 leaf (3.2) onlyU-Uw5.3013–3.52210.2271–0.23370.0017–0.02180.7712–0.74463.4025–3.2798458.23–34.199
I solutionL-Lw4.6761–4.58550.3230–0.32020.0018–0.00300.6752–0.67682.0957–2.1233376.30–222.04
DOI: https://doi.org/10.2478/ama-2025-0012 | Journal eISSN: 2300-5319 | Journal ISSN: 1898-4088
Language: English
Page range: 94 - 105
Submitted on: Nov 15, 2023
Accepted on: Nov 15, 2024
Published on: Mar 31, 2025
Published by: Bialystok University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2025 Zbigniew Kamiński, published by Bialystok University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.