![]() P-M interaction relationships are also verified for plastic flow-rule in two main sections namely: (i) tension failure resulting in yielding of steel and (ii) compression failure resulting in crushing of concrete. A complete set of analytical expressions for P-M yield interaction are proposed in a closed form by defining the limit boundary with ten sub-domains based on Euro Code currently in prevalence. This demands a detailed understanding of nonlinear response of P-M interaction. Latest design approach includes desirable features of both ultimate strength and working stress to ensure a suitable ductile deformation response. ![]() ![]() Performance-based design approach of special moment-resistant reinforced concrete (RC) framed structures demands a thorough understanding of axial force-bending moment (P-M) yield interaction of RC elements, particularly when the structure is subjected to seismic loads.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |