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Standard stress-strain analysis can confirm or refute them, with uncertainty mainly from reconstructing implementation details rather than absent data. https://w3id.org/delphi/resource/assessment/buehler-2009-helical-networks-04--gpt http://purl.org/dc/terms/subject https://w3id.org/delphi/resource/concept/dataset-resolvability-0.2.0 https://w3id.org/delphi/resource/assessment/buehler-2009-helical-networks-04--gpt http://www.w3.org/1999/02/22-rdf-syntax-ns#type https://w3id.org/delphi/ontology/LLMClaimAssessment https://w3id.org/delphi/resource/assessment/buehler-2009-helical-networks-04--gpt http://www.w3.org/2000/01/rdf-schema#comment Proposed test with existing data: Replicate stress-strain curves across crack sizes and divide the maximum stress at relative crack size 0.8 by that of the intact network, while comparing the crack-size slopes for strength and failure strain. 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