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The struts experiencing the highest tensile strain and most prone to rupture are those located along the truss mid-plane and that intersect external edges.
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SHCCP could endure higher tensile strain than RMP.
The high tensile strain capacity of engineered cementitious composites (ECC) is exceptional for cementitious material.
This is the main reason behind the higher tensile strain capacity of M-PE mixture over M-S mixture.
This transferred Al2O3 layer was wrinkled with a "wavy" structure, which was robust under high tensile strain.
Because of the high tensile strain in GeNW, nearly all the region of GeNW can be converted into direct bandgap.
After this stage, the retrofitted specimens J-A, J-CFRP, J-SJ1, and J-SJ2 exhibited significantly high tensile strain.
Due to the high tensile strain, almost the entire GeNW on GaSb can be converted into a direct bandgap material in the two possible situations.
Transmission electron microscopy confirmed that the epitaxial deposits were initially in a state of relatively high tensile strain.
This paper reports a new class of engineered cementitious composite (ECC) with characteristics of low drying shrinkage, tight crack opening and high tensile strain capacity.
As shown in Fig. 14, increasing the FRP ultimate tensile strain resulted in an increase in the lateral force and PT force due to the increased deformation capacity of FRP with higher tensile strain.
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