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Raytron Technical Review RESEARCH ARTICLE

包覆结构的机械性能

Mechanical Properties of Clad Structures

Gao-Lei Xu1 *

1RAYTRON Group Technology Research Center, in National

*通讯作者

收稿: 2025年12月 接受: 2026年2月 发布: 2026年3月
DOI: 10.1234/raytron.2026.WP-01-05

1. Introduction

1.1 包覆结构的力学优势

包覆结构提供的力学性能可以超越均质材料:

包覆结构vs均质材料Compare Performance雷达图

MEDIA TODO
Figure Fig. 1 Cladding StructurevsAverageQuality MaterialCompare PerformanceRadar Diagram

1.2 关键力学挑战

2. Principles

2.1 混

对于平行的包覆结构(线材配置):

Voigt模型(上限):

Pparallel = Σi Vi Pi
(1)

:P = 能,Vi = 组分i的体积分数,Pi = 组分i的性能

创建Voigt和Reuss模型动画对比

0:30
VIDEO TODO
Video 1 Voigt和Reuss模型动画

Reuss模型(下限,横向加载):

1/Pseries = Σi Vi/Pi
(2)

2.2 效性能

2.3 约束效应

结合界面的存在产生约束:

约束效应示意图,展示变形协调

MEDIA TODO
Figure Fig. 2 Constraints Effect Schematic Diagram, Showing Deformation Coordination

后:

  1. 低延展组分受延展性组分约束
  2. 界面处应力三轴度
  3. 改性的屈服顺序

3.

3.1 应力-应变响应

包覆材料表现出复杂的应力-应变行为:

包覆材料vs组分材料应力-应变曲线

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Figure Fig. 3 Cladding Material vs Constituent Material Stress-Strain Curve

典型:

  1. 阶段I:弹 - 两组分均弹性
  2. 阶段II:弹塑性 - 较软组分屈服
  3. 阶段III:全塑性 - 两组分均塑性
  4. 阶段IV:颈缩 - 局部变形
  5. 阶段V:断裂 - 失效

3.2 屈服顺序

对于CCA(Cu包覆,Al芯):

创建屈服顺序动画,展示铝先屈服

0:25
VIDEO TODO
Video 2 屈服顺序动画,展示铝先屈服

εyield,Al = σy,Al/EAl
(3)
εyield,Cu = σy,Cu/ECu
(4)

3.3 极限Tensile Strength

预测模型:

σUTS,clad = η · (Vc σUTS,c + Vm σUTS,m)
(5)

η是效率因子(通常0.85-1.0)。

4.

4.1 包覆材料的屈服准则

修正的von Mises准则:

σ̄ = √[½((σ₁-σ₂)² + (σ₂-σ₃)² + (σ₃-σ₁)²)]
(6)

对于包覆材料,使用加权平均:

σ̄clad = Σi Vi σ̄i
(7)

4.2 流动行为

本构模型:

σ = K εⁿ
(8)

对于包覆材料:

σclad = Σi Vi Ki εni
(9)

流动应力曲线

MEDIA TODO
Figure Fig. 4 Flow Stress Curve Comparison

4.3 界面对流动的影响

应力传递:

界面必须在层间传递应力:

τinterface = P/(πdLt)
(10)

Lt是传递长度。

5.

5.1 包覆材料中的硬化机制

多种硬化机制同时作用:

多种硬化机制示意图

MEDIA TODO
Figure Fig. 5 Multiple Hardening Mechanism Schematic Diagram

5.2 拉拔诱硬化

拉拔过程中的硬化:

σy = σy0 + K · εdrawn
(11)

拉拔硬化曲线

MEDIA TODO
Figure Fig. 6 Drawing Hardening Curve

5.3 退火响应

回复与再结晶:

退火温度对能影响曲线

MEDIA TODO
Figure Fig. 7 Annealing Temperature Impact on Properties Curve

6. Stress

6.1 残余应力的来源

6.2 测量方法

残余应力分布曲线

MEDIA TODO
Figure Fig. 8 Residual Stress Distribution Curve

6.3 对能的影响

6.4 控制策略

7. Fatigue

7.1 包覆材料中的疲劳机制

独特特征:

疲劳裂纹萌生和扩展路径

MEDIA TODO
Figure Fig. 9 Fatigue Crack Initiation and Propagation Path

7.2 S-N曲线

S-N曲线

MEDIA TODO
Figure Fig. 10 S-N Curve Comparison

7.3 疲劳设计考虑

影响疲劳寿命的因素:

  • Surface光洁度:粗糙度加速萌生,Ra < 1.6 μm
  • 界面:分层降低寿命,剥离 > 40 MPa
  • 平均应力:拉伸平均应力降低寿命,R > 0需降额
  • 环境:腐蚀加速,需保护涂层

7.4 疲劳寿命预测

Miner:

Σi (ni/Ni) = 1
(12)

对于包覆材料,使用修正方法:

Nclad = ηf · Nrule-of-mixtures
(13)

ηf = 0.8-1.2,取决于界面质量。

8. DesignOptimization

8.1 能权衡

8.2 优化示例

体具60% IACSConductivity,>300 MPa强度,最Low cost

8.3 Applications特定设计

9. Testing

9.1 拉伸测试

standards方法:

  • ASTM E8:全Cross-Section,σy, σUTS, %EL
  • ASTM E111:引伸计,E
  • ISO 6892:比例,全范围

9.2 界面强度测试

9.3 疲劳测试

参数:

  • 应力比 (R): 0.1, -1 - 平均应力效应
  • 频率: 10-50 Hz - 测试效率
  • 环境: 空气、控制 - 服役模拟
  • 试样: 每条件10-15件 - 统计有效性

10. Conclusion

10.1 关键现

  1. 包覆结构通过组分组提供独特的力学性能
  2. 混合法则提供性能预测的一阶近似
  3. 界面质量对实现预测性能至关重要
  4. 残余应力必须控制以确保尺寸稳定性
  5. 疲劳行为需要特别考虑界面效应

10.2 设计建议

  • High strength:CCS - 确保足够Conductivity
  • Conductivity:CCA高Cu% - 验证强度要求
  • 高温:NCC - 温度限制
  • 疲劳关键:CCAANCC - 界面质量
  • 敏感:CCS或CCAstandards - 全寿命成本

图表

Cladding StructurevsAverageQuality MaterialCompare PerformanceRadar Diagram

Fig. 1 Cladding StructurevsAverageQuality MaterialCompare PerformanceRadar Diagram

Constraints Effect Schematic Diagram, Showing Deformation Coordination

Fig. 2 Constraints Effect Schematic Diagram, Showing Deformation Coordination

Cladding Material vs Constituent Material Stress-Strain Curve

Fig. 3 Cladding Material vs Constituent Material Stress-Strain Curve

Flow Stress Curve Comparison

Fig. 4 Flow Stress Curve Comparison

Multiple Hardening Mechanism Schematic Diagram

Fig. 5 Multiple Hardening Mechanism Schematic Diagram

Drawing Hardening Curve

Fig. 6 Drawing Hardening Curve

Annealing Temperature Impact on Properties Curve

Fig. 7 Annealing Temperature Impact on Properties Curve

Residual Stress Distribution Curve

Fig. 8 Residual Stress Distribution Curve

Fatigue Crack Initiation and Propagation Path

Fig. 9 Fatigue Crack Initiation and Propagation Path

S-N Curve Comparison

Fig. 10 S-N Curve Comparison

表格

Table 1 Mechanical Property Tailoring
PropertyHomogeneous MaterialClad (Optimized)Advantage
StrengthMaterial FixedAdjustableDesign Flexibility
DuctilityTrade-off with StrengthSimultaneously OptimizableBetter Balance
WeightDensity FixedAdjustableWeight Reduction
CostMaterial LimitedOptimizableCost Saving
Table 2 Mechanical Challenges of Clad Structures
ChallengeSourceImpact
Stress ConcentrationInterfacePremature Failure
PoorDifferenceYieldDifferentYield StrengthComplex Behavior
Residual StressProcessingDimensionStability
Interface FailureBondingWeakDelamination
Table 3 Mixed法则Applications
PropertyModelFormulaApplicability
ElasticityVoigtE = V₁E₁ + V₂E₂Axial
Yield Strength修正σ_y = f(V, σ₁, σ₂)Complex
UTSVoigt类σ_UTS ≈ V₁σ₁ + V₂σ₂Approximate
DensityVoigtρ = V₁ρ₁ + V₂ρ₂Precise
Table 4 Common CladdingMaterial YieldOrder
MaterialCore Materialσ_y (MPa)Cladding Layerσ_y (MPa)PreYield
CCA40 (Al)70 (Cu)Core Material (Al)
CCS350 (Steel)70 (Cu)Cladding Layer (Cu)
NCC70 (Cu)150 (Ni)Core Material (Cu)
Table 5 UTSPrediction Accuracy
MaterialPrediction (MPa)实测 (MPa)Error (%)
CCA-15%170165+3%
CCS-20%420435-3%
NCC-10%280275+2%
Table 6 Processing HardeningParameter
MaterialK (MPa)nK_clad (MPa)n_clad
PureAl1500.25--
PureCu3200.30--
CCA-15%--2400.28
Table 7 InterfaceShear Stress Requirements
Material施加 Stress (MPa)τ_required (MPa)Bonding Strength (MPa)SafetyCoefficient
CCA15012453.8
CCS40035551.6
NCC25020502.5
Table 8 Drawing HardeningCoefficient
MaterialK_hard (MPa)n_hardMaximumReducedDiameter (%)
CCA1800.4590
CCS3500.3585
NCC2200.4092
Table 9 AnnealingParameter
Material回复 TemperatureRe-Crystallization TemperatureGrain Dimension (μm)
CCA150-250°C250-350°C20-50
CCS300-400°C500-600°C10-30
NCC200-300°C400-500°C15-40
Table 10 Residual StressMeasuredTechnology
MethodPrincipleResolutionDeepDegreeScope
X-RayDiffractionLattice Strain10 MPa10-20 μm
NeutronDiffractionLattice Strain20 MPammScope
钻孔法StressRelaxation10 MPa0.5-2 mm
Curvature法Stoney方程Surface-
Table 11 Residual StressImpact
Effect正面
Yield Behavior预 Stress可提High表观σ_yPrematureYield
FatigueSurfaceCompressive Stress益Accelerated Crack萌Generation
DimensionStability-翘曲、变形
Stress Corrosion-AcceleratedErosion
Table 12 FatigueProperty
MaterialFatigueLimit (MPa)DurabilityRatio10⁶Cycle Service Life
PureCu700.35100 MPa
CCA-15%550.3380 MPa
CCS-20%1500.35200 MPa
NCC-10%900.35130 MPa
Table 13 DesignTrade-offMatrix
High strengthHighConductivityLowWeightLow cost
↑ Steel Core↑ Cu Cladding↑ AlCore↓ CuContent
↑ Processing Hardening↓ IMC↓ DensityProcess Efficiency
↑ Cu%↓ Impurity↓ Cu%standardsetc. Grade
Table 14 Optimization ResultsExample
选项Configurationσ_UTS (MPa)ConductivityCost Index
ACCS-25% Cu38035% IACS0.35
BCCA-80% Cu18080% IACS0.85
CCCAA-6101, 20% Cu28062% IACS0.50
MostExcellentCCAA-6101, 18% Cu31060% IACS0.48
Table 15 ApplicationsDesign Guide
ApplicationsExcellentPre GradeRecommended
Building WiringWireCostCCAstandards
AutomotiveWeight+ FatigueCCAA Optimization
AerospaceTemperature+WeightNCC
GroundingStrength+Anti-theftCCS
RF CableSurfaceConductivityCCA or SCC

参考文献

  1. Courtney, T. H. Mechanical Behavior of Materials (2nd ed.) McGraw-Hill (2000)
  2. Dieter, G. E. Mechanical Metallurgy (3rd ed.) McGraw-Hill (1986)
  3. Ashby, M. F., & Jones, D. R. H. Engineering Materials 1 (3rd ed.) Butterworth-Heinemann (2005)
  4. Courtney, T. H. Mechanical Behavior of Materials McGraw-Hill (1990)
  5. Lemaitre, J., & Chaboche, J. L. Mechanics of Solid Materials Cambridge University Press (1990)
  6. Dowling, N. E. Mechanical Behavior of Materials (4th ed.) Pearson (2012)
  7. Suresh, S. Fatigue of Materials (2nd ed.) Cambridge University Press (1998)
  8. Stephens, R. I., et al. Metal Fatigue in Engineering (2nd ed.) Wiley (2001)
  9. ASTM International ASTM E8/E8M: Standard Test Methods for Tension Testing of Metallic Materials ASTM (2022)
  10. Raytron Technical Report Mechanical Properties of Bimetallic Conductors Internal Report TR-2025-078 (2025)

徐高磊

(Gaolei Xu)

资深材料科学家

资质荣誉

  • 锐创集团 CTO
  • 浙江省高层次人才特殊支持计划青年人才
  • 绍兴市"科技副总"
  • 绍兴市科技特派员
  • 全国有色金属standards化技术委员会重金属分技术委员会(TC243/SC2)委员

国家standards(主要起草人) 查看官方

发明专利 检索专利

专业Section

CCA(CCA)技术 铜包钢(CCS)制造工艺 双金属复合材料 光伏焊带技术 电动汽车电池极耳材料 连续挤压技术

代表性论文

  • 轧制法制造金属层状复合材料的研究与Applications,《铝加工》2008年第3期
  • 铜铝复合带退火工艺的研究
  • 电缆用铜铝复合带制备工艺研究
  • 轧制铜/铝复合带材在退火过程中的界面组织演变

徐高磊先生是有色金属加工Section的知名专家,拥有超过15年的丰富经验。他入选浙江省高层次人才特殊支持计划青年人才。他在双金属复合材料技术开发方面做出了重要贡献,并为中国铜及双金属材料的standards化工作做出了重要贡献。

点击standards/专利编号可查看官方文档

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