Hysteretic behavior of a new assemble joint under out-of-plane bending: Experimental and numerical studies

Ma, Yueyang; Ma, Hongwei; Ren, Shoutian; Fan, Feng

doi:10.1016/j.jcsr.2020.105959

Cited by 4 publications

(1 citation statement)

References 16 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Ma et al [4] investigated the static behaviour of bolt-column joints with rectangular section members under in-plane direction bending. Konstantinos et al [24] Ma et al [25], and Han et al [2][3] [19] designed and tested various types of joints with rectangular section members. A joint with a circular section is the most popular one and applicable to single-layer grid shells.…”

Section: Introductionmentioning

confidence: 99%

Experimental, Numerical, and Theoretical Study on Static Behaviour of Novel Steel Dovetail Joint Subjected to Axial Tensile Load

2022

View full text Add to dashboard Cite

In this study, two types of socket joints manufactured based on a simple design concept and bearing load principle are proposed. The design concept, design method, test program, and FE modelling method for a novel steel dovetail joint without teeth pattern (Interlock type I) and with teeth pattern (Interlock type II) are also discussed. In addition, the tests and numerical analyses of four specimens were conducted to investigate the bearing capacities and failure modes of the new joint systems under axial tensile loads. The test results indicated that the specimens with and without teeth patterns exhibited different tensile bearing capacities: the specimens with teeth patterns generated twice the tensile load capacity of those without teeth patterns. This result can be attributed to the fact that the interlock type-II specimens rely on the teeth pattern, edges of the hub keyway, and hub ring to bear the load, whereas interlock type-I specimens rely only rely on the edges of the hub keyway and hub rings. Further, the two types of specimens have the same failure modes when the beam-inserted end (tail) is pulled out of the hub keyway. In addition, shear failure occurs on the teeth pattern of the hub keyways and beam-inserted ends of the interlock type-II specimens. Two FE models are established to verify the results of the tests, and the related equations are derived and calculated. The results obtained from the numerical analysis using the equations were compared with the test results. Finally, it was concluded that the results obtained using the three analysis methods adopted in this study agree very well, with high calculation validity and efficiency.

show abstract

Section: Introductionmentioning

confidence: 99%

Experimental, Numerical, and Theoretical Study on Static Behaviour of Novel Steel Dovetail Joint Subjected to Axial Tensile Load

2022

View full text Add to dashboard Cite

show abstract

Numerical and Theoretical Study on Mechanical Behaviors of New Dovetail Joint System (NDJs) Subjected to Tensile, Compressive, and Out-of-plane Bending Moment Forces

2021

View full text Add to dashboard Cite

Mechanical behaviour of a novel steel dovetail joint subjected to axial compression loading

Mashrah

Chen

Liu

et al. 2021

Engineering Structures

View full text Add to dashboard Cite

Hysteretic behavior of a new assemble joint under out-of-plane bending: Experimental and numerical studies

Cited by 4 publications

References 16 publications

Experimental, Numerical, and Theoretical Study on Static Behaviour of Novel Steel Dovetail Joint Subjected to Axial Tensile Load

Experimental, Numerical, and Theoretical Study on Static Behaviour of Novel Steel Dovetail Joint Subjected to Axial Tensile Load

Numerical and Theoretical Study on Mechanical Behaviors of New Dovetail Joint System (NDJs) Subjected to Tensile, Compressive, and Out-of-plane Bending Moment Forces

Mechanical behaviour of a novel steel dovetail joint subjected to axial compression loading

Contact Info

Product

Resources

About