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In order to enhance the knowledge of the behavior of such connection, this paper presents experimental results for monotonic and cyclic tests (for two levels of strain rate) on stapled and threaded nailed connections.
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In order to estimate the accurate strength and the failure mode of tubular connections, this paper proposes a new fracture model by extending the existing damage-mechanics based models to predict the ductile fracture failure in tubular connections.
Besides, to examine the engineering application of the proposed fracture model to other types of welded tubular connections, this paper applies the proposed fracture model in analyzing the fracture failure in a welded CHS-plate X-joint, and further two I-beam-to-tubular-column connections reported by previous researchers.
In connection with this paper, a solar power system is modeled and simulated in PVSyst.
The partial shear connection in this paper is by virtue of the effective flexural rigidity as AISC 1993 [American Institute of Steel Construction AISCC). Load and resistance factor design specifications. 2nd ed., Chicago; 1993].
We also declare that we have no conflict of interest in connection with this paper.
The authors declare that they have no competing interests in connection with this paper.
We declare that we have no competing interests in connection with this paper.
Neither author has any commercial associations that might create a conflict of interests in connection with this paper.
The authors have stated explicitly that there is no conflict of interests in connection with this paper.
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