Recycled　aggregates　made　of　building　demolition　waste　containing　concrete　and　bricks　are　called　recycled　brick-concrete　aggregates　(RBCA).　This　research　experimentally　and　analytically　studies　the　bond　behavior　between　rebar　and　RBCA　concrete　through　tests　on　twenty-two　four-point　supported　beams　made　of　RBCA.　The　experimental　parameters　are　the　replacement　ratio　of　recycled　brick　aggregates　(RBA),　concrete　strength,　stirrup　ratio,　thickness　of　concrete　shell,　diameter　of　rebar,　and　anchorage　length.　The　test　results　indicated　that　the　replacement　ratio　of　RBA　had　little,　if　any,　influence　on　the　bond　failure　mode　of　the　specimens,　while　the　bond　strength　tended　to　increase　slightly　along　with　the　replacement　ratio　of　RBA.　The　normalized　bond　strength　of　the　specimens　with　25　%　and　50　%　RBA　replacement　ratio　increased　by　7.7　%　and　11.6　%.　As　the　concrete　strength,　stirrup　ratio,　and　thickness　of　concrete　shell　increased,　the　normalized　bond　strength　of　the　rebars　embedded　in　RBCA　concrete　increased.　On　other　hand,　the　bond　strength　decreased　as　the　anchorage　length　increased.　The　rebar　embedded　in　RBCA　concrete　could　exhibit　as　good　bond　behavior　as　that　in　recycled　concrete　aggregate　(RCA)　concrete,　and　fully　developed　its　strength.　Based　on　the　test　results,　a　bond-slip　model　is　proposed　for　the　rebar　embedded　in　RBCA　concrete.　The　proposed　model　taken　account　of　the　researched　parameters　is　of　practical　significance　for　evaluating　the　bond　behavior　of　rebar　embedded　in　RBCA　concrete　components　under　composite　stress.　Good　agreement　is　observed　between　the　measured　results　and　the　calculated　ones,　implying　sound　accuracy　of　the　proposed　model.　©　2024　Elsevier　Ltd