Abstract

Titanium-clad (TC) bimetallic steel is a versatile and high-performance material that offers a unique combination of different service properties, making it ideal for various engineering applications where both durability and strength are critical. Existing studies are exploring the application possibility of TC bimetallic steel in seismic zones. The severe seismic action tends to induce large-strain cyclic reversals in structural members. Thus, it is necessary to clarify the cyclic behavior of TC bimetallic steel under large-magnitude cyclic strains, whose strain range exceeds the strain level of conventional low-cycle fatigue tests. This paper has performed 7 large-strain cyclic coupon experiments on hot-rolled TA2 + Q355B TC bimetallic steel. The influences of different loading protocol on cyclic behaviors are clarified. All hysteretic stress-strain relations of TC bimetallic steel exhibit favorable plumpness under large-strain reversals. The increase in maximum strain and accumulation of plastic strain both induce apparent deterioration on elastic modulus. Based upon the experimental stress-strain relations, the Chaboche combined isotropic/kinematic hardening model parameters are calibrated and validated. The flow stresses of most tests exhibit little change over the full-range plasticity, illustrating that the isotropic hardening behavior is negligible. The cyclic behavior of TC bimetallic steel under large-strain reversals can be precisely simulated by a pure kinematic hardening constitutive model rather than a combined isotropic/kinematic hardening model. The Chaboche parameters calibrated from small-strain and mediate-strain cyclic loading tests tend to overestimate the hysteretic energy dissipation ability under large-strain reversals. In addition, the stress-strain relations of TC bimetallic steel are compared with those of low yield point steels, mild steels and high strength steels. The hysteretic energy dissipation ability of TA2 + Q355B TC bimetallic steel is greater than that of low yield point steels, but less than those of mild steels and high strength steels.

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