1) biaxial stress
二维应力
1.
It is well known that concrete will fail in the form of cracking and sliding for the uniaxial tension and compression,the failure model can also occur in biaxial stress state,and the strength criterion that can represent the cracking and sliding is also proposed.
混凝土破坏起因于两种不同裂缝形态,即张开型裂缝和滑移型裂缝,二维应力状态下混凝土的破坏可分为拉伸破坏和剪切破坏,由此发展了一类混凝土二维强度准则模型,其参数可通过混凝土二维受压时的最大强度和相对应的应力比及受压强度影响系数确定;同时,该模型能反映混凝土破坏特征,可分别与已有强度准则和试验结果具有相近的结果,并便于工程应用。
2) D stress field
二维应力场
1.
For this key point in fracture study,finite element procedure and self-developed post-processing software have been applied to simulate and calculate in detail2D stress field under large scale and parameter survey condition along with pred.
针对潜山裂缝研究这一难点,采用有限元程序和自行开发的后处理软件,实现了大比例尺、参数实测条件下二维应力场的精细模拟计算和裂缝的预测评价。
3) 2D-stresswave
二维应力波
1.
The inner decay was judged initially by the testing data of moisture content instrument and Pilodyn tester,and the distribution of inner decay in wood column was then evaluated by 2D-stresswave method.
首先通过含水率测定仪和Pilodyn检测仪初步判断了立柱可能存在的腐朽特征;再利用二维应力波方法评估了立柱内部的腐朽分布,并通过比较和分析,建立了立柱内部腐朽分布的三维仿真模型;最后采用准无损的阻抗仪方法对该三维仿真模型进行验证,确定立柱内部腐朽的准确分布,进而提出了解决方案。
4) 2-D total stress analyse method
二维总应力法
5) planar 2-D strain
平面二维应力
6) 2-D QM effects
二维量子力学效应
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条