Traditional　bridge　expansion　joints　suffer　from　durability　issues,　high　maintenance　demands,　and　complex　construction.　To　address　these　limitations,　this　study　proposes　a　novel　continuous　bridge　deck　structure　incorporating　corrugated　steel　plates　and　silicone　rubber.　The　design　eliminates　conventional　expansion　devices　by　embedding　liquid　rubber　filled　corrugated　steel　plate　within　the　joint＇s　anchorage　zone.　The　mechanical　performance　of　the　hybrid　system　is　systematically　evaluated　through　compression　tests,　compression-shear　tests,　and　nonlinear　finite　element　analysis.　Experimental　results　reveal　two　dominant　failure　modes:　under　vertical　loading,　rupture　of　the　rubber　layer　and　anchorage-zone　concrete　accompanied　by　buckling　of　the　internal　corrugated　steel　plates;　under　combined　compression-shear　loading,　shear-induced　rubber　cracking.　Parametric　studies　further　demonstrate　that　corrugated　steel　plates　with　a　minimum　thickness　of　10　mm　and　spacing　＜=　80　mm　ensure　sufficient　load-bearing　capacity　(＞=　700　kN)　under　vehicular　loads.　The　findings　provide　critical　design　guidelines　for　corrugated　steel　platerubber　hybrid　structures　in　bridge　continuity　applications,　emphasizing　the　interplay　between　material　behavior　and　structural　efficiency.