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f Material property of bolt.
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It is observed in Fig. 10f that mechanical properties of bolt have no effect on prying action throughout the early and late middle loading ranges.
The analytical results showed that the progressive collapse resistance is sensitive to the properties of bolts.
This paper is focused on the experimental determination of the frictional properties of bolts, following the ISO 16047 International Standard.
Table 2 Material properties of anchor bolt.
The material properties of anchor bolt are shown in Table 2.
Material properties for bolts of all connection models except FE8 are assumed to be of the nominal values of A325 bolts and for model FE8 are assumed to be of the nominal values of A490 bolts in accordance with AISC-LRFD specification (2001).
First, static mechanical properties of the bolted flange joint are investigated.
In addition, the patterns, parameters and mechanical properties of rock bolts and cables should match each other to make the most of their reinforcement functions.
This paper focuses overall on the development and validation of a stochastic model to describe the dissipation and stiffness properties of a bolted joint for which experimental data is available and exhibits a large scatter.
The hysteretic model considered can vary from a full characterization of the embedment properties of the bolts (e.g., Foschi 2000; Nakatani and Komatsu 2006) to macroscopic phenomenological approach of the connections (e.g., Rinaldin et al. 2013; Shen et al. 2013).
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