out-of-plane bending
平面外弯
out-of-plane deflection
平面外挠度
out-of-plane force
平面外力
out-of-plane stress
平面外应力
out-of-plane motion
平面外运动
out-of-plane load
平面外载荷
out-of-plane behavior
平面外行为
out-of-plane stability
平面外稳定性
out-of-plane displacement
平面外位移
checking out-of-plane
检查平面外
the out-of-plane shear force was a critical design consideration.
平面外剪切力是设计中的关键考虑因素。
we observed significant out-of-plane bending in the beam.
我们观察到梁的平面外弯曲非常明显。
the out-of-plane displacement exceeded the allowable limit.
平面外位移超过了允许的极限值。
the out-of-plane buckling instability was a major concern.
平面外屈曲不稳定性是一个主要问题。
the out-of-plane stress distribution was analyzed using fea.
使用有限元分析分析了平面外应力分布。
the out-of-plane stiffness was improved with reinforcement.
通过加强筋提高了平面外刚度。
the out-of-plane load was applied perpendicular to the surface.
载荷垂直于表面施加，即平面外载荷。
we measured the out-of-plane deformation under compression.
我们测量了在压缩下的平面外变形。
the out-of-plane component of the force was calculated.
计算了力的平面外分量。
the structure exhibited excessive out-of-plane movement.
结构表现出过多的平面外移动。
the out-of-plane stability of the column was tested.
测试了立柱的平面外稳定性。
out-of-plane bending
平面外弯
out-of-plane deflection
平面外挠度
out-of-plane force
平面外力
out-of-plane stress
平面外应力
out-of-plane motion
平面外运动
out-of-plane load
平面外载荷
out-of-plane behavior
平面外行为
out-of-plane stability
平面外稳定性
out-of-plane displacement
平面外位移
checking out-of-plane
检查平面外
the out-of-plane shear force was a critical design consideration.
平面外剪切力是设计中的关键考虑因素。
we observed significant out-of-plane bending in the beam.
我们观察到梁的平面外弯曲非常明显。
the out-of-plane displacement exceeded the allowable limit.
平面外位移超过了允许的极限值。
the out-of-plane buckling instability was a major concern.
平面外屈曲不稳定性是一个主要问题。
the out-of-plane stress distribution was analyzed using fea.
使用有限元分析分析了平面外应力分布。
the out-of-plane stiffness was improved with reinforcement.
通过加强筋提高了平面外刚度。
the out-of-plane load was applied perpendicular to the surface.
载荷垂直于表面施加，即平面外载荷。
we measured the out-of-plane deformation under compression.
我们测量了在压缩下的平面外变形。
the out-of-plane component of the force was calculated.
计算了力的平面外分量。
the structure exhibited excessive out-of-plane movement.
结构表现出过多的平面外移动。
the out-of-plane stability of the column was tested.
测试了立柱的平面外稳定性。
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