Stressed backbone and elasticity of random central-force systems.

Stressed backbone and elasticity of random central-force systems.
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强调随机中心力系统的骨干和弹性。

DOI:
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发表时间:
1995
影响因子:
8.6
通讯作者:
Duxbury
Duxbury
中科院分区:
物理与天体物理1区
文献类型:
--
作者:
Moukarzel;Duxbury

文献摘要

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我们使用了一种新的算法来寻找最多10个{sup 6}个位点的“通用”位点稀释三角形晶格的承载应力骨干。一般晶格可以通过随机置换规则晶格的位置而得到。渗流阈值{ital p}{sub {ital c}}=0.6975{plus_minus}0.0003,相关长度指数{nu}=1.16{plus_minus}0.03,骨架分形维数{ital D}{sub {ital b}}=1.78{plus_minus}0.02。主链上的“临界键”(如果移除它们,刚性就会丧失)的数量为{ital L}{sup {ital x}},其中{ital x}=0.85{正负}0.05。计算了杨氏模量。{版权}{ital 1995} {ital The} {ital American} {ital Physical} {ital Society}。
We use a new algorithm to find the stress-carrying backbone of ``generic`` site-diluted triangular lattices of up to 10{sup 6} sites. Generic lattices can be made by randomly displacing the sites of a regular lattice. The percolation threshold is {ital p}{sub {ital c}}=0.6975{plus_minus}0.0003, the correlation length exponent {nu}=1.16{plus_minus}0.03, and the fractal dimension of the backbone {ital D}{sub {ital b}}=1.78{plus_minus}0.02. The number of ``critical bonds`` (if you remove them rigidity is lost) on the backbone scales as {ital L}{sup {ital x}}, with {ital x}=0.85{plus_minus}0.05. The Young`s modulus is also calculated. {copyright} {ital 1995} {ital The} {ital American} {ital Physical} {ital Society}.