Modelling and prediction of steel bolted connection behavior

Krishnamurthy, Natarajan

doi:10.1016/0045-7949(80)90148-0

Cited by 37 publications

(7 citation statements)

References 13 publications

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“…Krishnamurthy first conducted finite element analysis on the end plate connection nodes, studied the end plate connection without stiffening ribs and two rows of four bolts in the tension zone, and proposed a design method [1] [2]. Subsequently, Maxwell also carried out some finite element analysis of end plate connection nodes and their experimental verification work [3].…”

Section: Prefacementioning

confidence: 99%

Numerical Model Research on Rotational Performance of Beam-Column High-Strength Bolt Extension End-Plate Connection Node

Lang¹

2021

OJMSi

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The high-strength bolted end plate connection is widely used in the construction industry with its green environmental protection and excellent seismic performance. The joints of the joints are semi-rigid, the force performance is extremely complicated, and the experimental research cost is relatively high, and the cycle is very long. Therefore, the establishment of an efficient numerical model is of great significance for evaluating the force performance of high-strength bolt end plates. In this paper, the influence of different material models on the rotation performance of the joint is studied by numerical simulation, and the bending moment-rotation curve is obtained. The numerical simulation and the experimental results are in good agreement, so as to provide a reference for the design and application of this kind of joint.

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Section: Prefacementioning

confidence: 99%

Numerical Model Research on Rotational Performance of Beam-Column High-Strength Bolt Extension End-Plate Connection Node

Lang¹

2021

OJMSi

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“…In addition, Richard et al [13] developed a finite element model to predict the response of double web cleat connections, and obtained a good agreement between the simulation results and experimental data. Krishnamurthy [14] developed a sophisticated finite element model that takes into account the bolt preloading and considers the support of the end-plate as rigid. The close correlation between the numerical results and experimental data demonstrated the importance of including the bolt heads and welds in the numerical models in order to accurately define the connection response.…”

Section: State Of the Artmentioning

confidence: 99%

Modelling of unstiffened flush end-plate bolted connections in fire

Al‐Jabri

Seibi²,

Karrech

2006

Journal of Constructional Steel Research

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“…In the history of Finite element modelling studies of steel beam to column connections, Krishnamurthy [2,3] was the pioneer in the field of 3-D modelling of connections, by adopting eight-node sub-parametric bricks in order to reproduce the behaviour of bolted end plate connections. The analysis carried out were linearly elastic but computational expensive because contact was embodied artificially by attaching and releasing nodes at each loading step on the basis of the stress distribution; bolt preloading phenomena were also simulated.…”

Section: Introductionmentioning

confidence: 99%