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Raytron Technical Review RESEARCH ARTICLE WP-07-02

Overhead Line Conductors: Material Selection for Long Spans

Overhead Line Conductors: Material Selection for Long Spans

RAYTRON Technical Team1

1RAYTRON Group, China

发布日期: March 2026 版本: 1.0
DOI: 10.1000/raytron.WP-07-02

1. Introduction

1.1 Long-Span Definition

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Figure fig1 Figure 1: Long-span crossing categories and typical applications
CategorySpan LengthApplication
Standard<300 mTypical
Long300-1000 mRiver crossings
Extra-long>1000 mMajor crossings

1.2 Key Considerations

FactorImportance
Sag controlCritical
StrengthCritical
VibrationImportant
CostImportant

2. Long-Span Challenges

2.1 Sag Control

Sag increases with span squared:

2.2 Mechanical Loads

LoadStandard SpanLong Span
Dead weightModerateHigh
WindProportionalProportional
IceProportionalProportional
CombinedHigherMuch higher

2.3 Vibration

TypeCauseRisk
AeolianWindFatigue
GallopingIceDamage
Wake-inducedDownwind conductorsFatigue

3. Conductor Options

3.1 Standard Conductors

TypeStructureStrengthApplication
ACSRAl + SteelModerate-HighStandard
AAACAl alloyModerateLimited
ACARAl + AlloyModerateLimited

3.2 High-Strength Conductors

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Figure fig2 Figure 2: High-strength conductor options for long spans
TypeCoreStrengthApplication
ACSR/HSHigh-strength steelHighLong spans
TACSRThermal-resistantModerateTemperature
ACSS/HSAnnealed + HS steelHighHigh-temp + strength

3.3 Advanced Conductors

TypeCoreAdvantage
ACCCCompositeLow sag
ACCRMetal matrixLow sag + high temp
GTACSRGap-typeSag control

4. Sag-Tension Analysis

4.1 Parameters

ParameterEffect on Sag
Higher tensionLower sag
Higher strengthHigher tension possible
Lower weightLower sag
Higher temperatureHigher sag

4.2 Temperature Effects

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Figure fig3 Figure 3: Sag change with temperature for different conductor types
Conductor TypeSag Change 25-75°C
ACSR2-3%
ACSS3-4%
ACCC<1%

4.3 Creep

ConductorCreep Effect
ACSRModerate
AAACHigher
ACCCVery low

5. Selection Guidelines

5.1 Decision Matrix

Span LengthPriorityRecommended
<400 mCostStandard ACSR
400-800 mSag controlACSR/HS or ACCC
>800 mSag + strengthACCC or ACCR

5.2 Application Examples

0:00
VIDEO TODO
Video 1: Long-span river crossing conductor installation
Crossing TypeTypical SpanRecommended
Small river300-500 mACSR/HS
Large river500-1500 mACCC
Fjord>1500 mACCC or ACCR

5.3 Cost Considerations

ConductorRelative CostPerformance
ACSR1.0Baseline
ACSR/HS1.1Higher strength
ACCC2.0-3.0Low sag

6. Conclusion

6.1 Summary

Span TypeKey RequirementSolution
StandardCostStandard ACSR
LongSag controlHigh-strength or composite
Extra-longMinimal sagComposite core

6.2 Design Process

  1. Determine span requirements
  2. Calculate sag-tension
  3. Evaluate conductor options
  4. Consider life-cycle cost
  5. Select optimal solution

7. References

  1. IEEE 738. (2012). Calculation of Ampacity.
  2. CIGRE TB 426. (2019). High-Temperature Conductors.

常见问题

What conductor is best for river crossings over 1000m?

For spans exceeding 1000 meters, ACCC (aluminum conductor composite core) or ACCR (aluminum conductor composite reinforced) are recommended due to their extremely low sag characteristics and high strength-to-weight ratio.

How does temperature affect sag in long spans?

Sag increases with temperature due to thermal expansion. ACSR shows 2-3% sag increase from 25°C to 75°C, while ACCC shows less than 1% change. This difference is critical for maintaining clearances in long-span applications.

What is the cost difference between standard and high-strength conductors?

ACSR/HS costs approximately 10% more than standard ACSR, while composite core conductors (ACCC/ACCR) cost 2-3 times more but offer superior sag performance for critical crossings.

How do I control vibration in long-span installations?

Install appropriate vibration dampers (Stockbridge type), ensure proper spacer placement for bundle conductors, and follow manufacturer guidelines for tension limits to minimize fatigue risk.

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