Can someone guide how to apply uniaxial strain in MoS2 monolayer? say here is the POSCAR
MoS2
1.00
3.16 0 0
-1.58 2.736 0
0 0 31
S Mo
2 1
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how will we apply uniaxial tensile strain (say 0.2 %)along x-axis? I mean how base vectors will change? Should it be like
MoS2
1.00
3.16*1.002 0 0
-1.58 2.736 0
0 0 31
S Mo
2 1
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