Abstract:In order to study the mechanical properties of the Mantou mortise-tenon joints in the post-and-lintel constructions of the ancient traditional timber buildings in the South Yangtze River Regions
the failure modes
hysteretic curves
skeleton curves
and rotation rigidities of the Mantou mortise-tenon joints under low cyclic loading were studied experimentally.Furthermore
with the consideration of the nonlinear contact influence of the mortise-tenon joint and the nonlinear stress-strain behavior of the timber material
the mechanical properties of the Mantou mortise-tenon joints were analyzed by ANSYS software.The results showed that the hysteretic curves of the Mantou mortise-tenon joints appear to be Z shape and have obvious pinch effects. During the process of the test
these mortise-tenon joints orderly pass through the elastic stage
yield stage and failure stage.The theoretical results agree well with the experimental results.The relationship among the in-plane rotational rigidity K1
out-of-plane rotational rigidity K2 and tortional rigidity K3of the Mantou mortise-tenon joint is achieved and the ratio of them is about 12∶1∶2.The results could provide the theoretical base for computing analysis and repair design of the traditional timber buildings in the South Yangtze River Regions.
关键词
传统建筑抬梁式木构建筑馒头榫受力性能非线性有限元
Keywords
traditional buildingpost-and-lintelconstructionmantoumortise-tenonjointmechanicalpropertynon-linearfiniteelementmethod