1) stress failure criterion
应力破坏判据
2) failure criterion
破坏判据
1.
Research on entropy catastrophic regularity and failure criterion in the deformation and failure process of rocks;
岩石变形破坏的熵突变过程与破坏判据
2.
Study on slope failure criterion based on strength reduction and gravity increase method;
基于强度折减和重度增加的边坡破坏判据研究
3.
Study on plane instability model and failure criterion of horizontal-strata landslide
近水平地层滑坡平面失稳模型与破坏判据研究
4) damage criteria
破坏判据
1.
Numerical simulation was made on the thick- ness of mid-pillars in small internal tunnel with finite element method;fitting curve of maximum tensile stress,yield func- tion criteria and small interval was obtained through Griffith damage criteria and Drucker-Prager criteria.
用有限单元法对小净距隧道不同中柱厚度进行数值模拟,通过格里菲斯破坏判据以及德鲁克-普拉格判据,拟合出最大拉应力及各判据屈服函数与净距的拟合曲线,在保证其稳定的基础上,对小净距隧道最合理净距做出分析。
5) blasting damage criteria
爆破破坏判据
1.
The old and the new safety regulations for blasting are compared and the blasting damage criteria is analyzed.
对比了旧、新爆破安全规程并分析了其中的缺陷,对爆破破坏判据进行了讨论。
6) failure stress
破坏应力
1.
To predict the cracking of rice grains during drying, transporting and subsequent storage, information must be available about modulus of elasticity, such as failure force, failure stress and failure energy.
为预测大米在干燥、运输及贮藏过程中的破碎现象,必须了解其弹性模量、破坏力、破坏应力及破坏能等力学参数。
2.
The failure mechanism of steel fiber-reinforced concrete bridge pavement in concrete highway bridges was studied by utilizing the model in conjunction with the linear elastic fracture mechanics,and the influence of temperature variation on the failure stress of pavement layer or failure moment was considered.
借鉴复合材料力学的分析方法,对桥面板和桥面铺装层组合体系建立一种分层剪滞模型,并结合线弹性断裂力学,研究了混凝土公路桥中钢纤维混凝土桥面铺装层的破坏机理,同时考虑了温度改变对铺装层破坏应力或破坏弯矩的影响。
3.
This paper uses circular disk models in experiments to measure failure stresses around the hole,because its axial symmetry can decrease the material discrete influence.
因为轴对称性,圆盘模型可以减少玻璃材料离散性的影响,所以比较适合进行测量孔边破坏应力的试验。
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