Related Experiment Video
Updated: Feb 19, 2026

Sample Preparation and Experimental Design for In Situ Multi-Beam Transmission Electron Microscopy Irradiation Experiments
Published on: June 27, 2022
Thermally Induced Creep and Viscoelastic Behavior of Copper Micropillar Arrays
Miao Wang1, Jihua Zhang1, Libin Gao1
1State Key Laboratory of Electronic Thin Films and Integrated Devices, University of Electronic Science and Technology of China, Chengdu, China.
Abstract:
Copper micropillar arrays integrated in microchannel structures promise superior heat dissipation, yet their long-term reliability can be limited by creep deformation under thermomechanical constraints. Here, we fabricate Cu micropillar arrays (∼50 µm in diameter and ∼300 µm in height) via electrodeposition within through-glass vias (TGVs) and elucidate how heat treatment tailors creep, viscoelastic response, and deformation mechanisms. Nanoindentation creep combined with EBSD and TEM reveals the transition: 200°C promotes grain-boundary-mediated deformation with the largest creep displacement (101 nm) and the smallest activation volume (0.64 nm3), whereas 300°C increases dislocation density and produces dislocation pile-ups/networks that pin grain boundaries, reducing creep displacement to 42 nm, raising the stress exponent to 3.76, and the activation volume recovers to 1.49 nm3. Viscoelasticity is quantified with a generalized Kelvin model and retardation spectrum analysis, which shows suppressed relaxation activity after 300°C treatment. Thermal tests on arrays with varying pitch indicate that 70 µm spacing yields the most pronounced monitored-surface temperature rise (46.5°C) under identical heating, implying enhanced effective heat transport through the micropillar network. These results establish a microstructure-mechanism-property framework to guide the design of Cu micropillar arrays that balance manufacturability, creep reliability, and thermal performance for microscale liquid-cooling.
Related Concept Videos
Factors Affecting Creep
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
Effects of Creep
Creep in Concrete
Thermal expansion and Thermal stress: Problem Solving
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in temperature (ΔT) is 55...
Elastic Strain Energy for Shearing Stresses
Plastic Behavior

