正交异性板 meaning in English
orthotropic piston
orthotropic plate
orthotropic slab
Examples
- Fracture criterion of - mixed mode crack for orthotropic plate
正交异性板复合型裂纹相对周向应力断裂准则 - The orthotropic plate is the structural component which has better performance in the aspect of intensity , stability , stiffness and sufferring force as a whole
正交异性板是在强度、稳定、刚度及整体受力等方面都具有较好性能的结构部件。 - This slab belongs to bi - direction load - bending and anisotropic - orthotropic structure . with its effective load - carrying capacity , it is very economical compared with other structures of steel - concrete
这种新型组合板属于双向受弯的正交异性板，受力合理，具有显著的经济效益。 - The laws of internal force distributing of this floor is summarized , such are : ( 1 ) structure as “ orthotropic slabs ” ; ( 2 ) abnormity of internal force distribution ; ( 3 ) greatly changing grads of negative bending values
总结了该楼盖结构的内力分布规律,即: ( 1 )构造上为“正交异性板” ; ( 2 )板的内力分布不均匀; ( 3 )板的负弯矩值变化梯度大。 - This paper try to mix the finite strip method and hybrid stress element , and deduce a numerical and computer method which combines the advantages of the two methods - mixed hybrid finite strip method ; analyze the intensity and stability of the orthotropic plate by this method ; deduce the formula of the orthotropic plate ' s analysis and calculation under this method ; compile the program of orthotropic plate ' s mixed hybrid finite strip method ( hfsop . for ) with fortran - 77 language , and perform them under fortran90 environment of pc computer ; comparing with traditional methods by example of computing , prove that the mixed hybrid finite strip method have better degree of accuracy , moderating the stiffness of plate , coming more close to actual conditions , avoiding over - hard or over - soft ; finally , this paper analyze the stability of a orthotropic plate by this method , and deduce the - value of critical stress
论文将有限条法和应力杂交元法两者结合起来，导出一种兼有两者优点的数值计算方法? ?混合杂交有限条法。运用这种方法对正交异性板的强度和稳定进行了分析，推导出正交异性板在这种方法下的分析计算公式，用fortran - 77语言编写正交异性板混合杂交有限条法程序( hfsop . for )在微机fortran90环境下运行。通过算例与传统的方法比较，验证混合杂交有限条法有更好的精度，使板的刚度适中，更接近实际情况，避免“过硬”或“过软” ；最后，论文还用此方法对一正交异性板进行了稳定分析，得出临界应力值。