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Article: Elastic fracture in random materials

TitleElastic fracture in random materials
Authors
Issue Date1988
Citation
Physical Review B, 1988, v. 37, n. 10, p. 5500-5507 How to Cite?
AbstractWe analyze a simple model of elastic failure in randomly inhomogeneous materials such as minerals and ceramics. We study a two-dimensional triangular lattice with nearest-neighbor harmonic springs. The springs are present with probability p. The springs can only withstand a small strain before they fail completely and irreversibly. The applied breakdown stress in a large, but finite, sample tends to zero as the fraction of springs in the material approaches the rigidity percolation threshold. The average initial breakdown stress, σb, behaves as σbμ[A(p)+B(p)ln(L)]-1, where L is the linear dimension of the system and the exponent μ is between 1 and 2. The coefficient B(p) diverges as p approaches the rigidity percolation threshold. The breakdown-stress distribution function FL(σ) has the form FL(σ)1-exp[-cL2exp(-k/σμ)]. The parameters c and k are constants characteristic of the microscopic properties of the system. The parameter k tends to zero at the rigidity percolation threshold. These predictions are verified by computer simulations of random lattices. The breakdown process can continue until a macroscopic elastic failure occurs in the system. The failure occurs in two steps. First, a number of springs fail at approximately the strain which causes the initial failure. This results in a system which has zero elastic modulus. Finally, at a considerably larger strain a macroscopic crack forms across the entire sample. © 1988 The American Physical Society.
Persistent Identifierhttp://hdl.handle.net/10722/303812
ISSN
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorBeale, Paul D.-
dc.contributor.authorSrolovitz, David J.-
dc.date.accessioned2021-09-15T08:26:04Z-
dc.date.available2021-09-15T08:26:04Z-
dc.date.issued1988-
dc.identifier.citationPhysical Review B, 1988, v. 37, n. 10, p. 5500-5507-
dc.identifier.issn0163-1829-
dc.identifier.urihttp://hdl.handle.net/10722/303812-
dc.description.abstractWe analyze a simple model of elastic failure in randomly inhomogeneous materials such as minerals and ceramics. We study a two-dimensional triangular lattice with nearest-neighbor harmonic springs. The springs are present with probability p. The springs can only withstand a small strain before they fail completely and irreversibly. The applied breakdown stress in a large, but finite, sample tends to zero as the fraction of springs in the material approaches the rigidity percolation threshold. The average initial breakdown stress, σb, behaves as σbμ[A(p)+B(p)ln(L)]-1, where L is the linear dimension of the system and the exponent μ is between 1 and 2. The coefficient B(p) diverges as p approaches the rigidity percolation threshold. The breakdown-stress distribution function FL(σ) has the form FL(σ)1-exp[-cL2exp(-k/σμ)]. The parameters c and k are constants characteristic of the microscopic properties of the system. The parameter k tends to zero at the rigidity percolation threshold. These predictions are verified by computer simulations of random lattices. The breakdown process can continue until a macroscopic elastic failure occurs in the system. The failure occurs in two steps. First, a number of springs fail at approximately the strain which causes the initial failure. This results in a system which has zero elastic modulus. Finally, at a considerably larger strain a macroscopic crack forms across the entire sample. © 1988 The American Physical Society.-
dc.languageeng-
dc.relation.ispartofPhysical Review B-
dc.titleElastic fracture in random materials-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1103/PhysRevB.37.5500-
dc.identifier.scopuseid_2-s2.0-0001553890-
dc.identifier.volume37-
dc.identifier.issue10-
dc.identifier.spage5500-
dc.identifier.epage5507-
dc.identifier.isiWOS:A1988M824000014-

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