A modification to the existing hardening function is proposed to reduce the mesh sensitivity of the plastic strain at peak stress.
为了克服峰值塑性应变的网格敏感性，对现有强化函数进行修正。
In the experiment the strain of concrete, steel bar, steel mesh, composite mortar and the ultimate load carrying capacity are tested.
试验中测量了轴压试件的极限荷载、混凝土应变、钢筋应变、钢筋网应变以及复合砂浆应变。
After this, the problem will be considered of how to interpolate fringes. so as to compute strain or displacements at mesh point locations.
此后，将考虑对条纹插值，算出网格点位置的应变或位移的问题。
应用推荐