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Table 2 Mechanical properties of connection angles and bolts used for FE analysis Test or FE model Angle Bolt Yield stress f y,t (MPa) Ultimate strength f u,t (MPa) Yield stress f y,b (MPa) Ultimate strength f u,b (MPa) Test 3 297 517 635 830 A2, A1Po01 467 A2m, A1Po, A2m, FE1 FE6, FE9 FE13, FE12Po 365 550 FE12Po0 400 FE12Po5 550 830 1035.
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This is particularly true when a model-angle co-estimation approach is used.
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On the basis of defeasible logic and argumentation, this paper proposes an autonomous, normative and guidable agent model, called ANGLE, to cope with these challenges.
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