With the increasing use of bolted joints in composite structures, it becomes crucial to predict the failure load of these
joints under out-of-plane loads. The present study explores the pull-through failure mode of bolted joints in composite structures
through both numerical and experimental methods. The sandwich specimens were tested using the ASTM D7332. In the
numerical study, a user-defined subroutine was developed to investigate the failure modes and mechanisms, as well as damage
propagation in sandwich structures and laminated composites progressively. To reduce the dependence of the standard test
outputs on geometrical variables, a novel parameter called nominal pull-through strength (SPT) has been defined for laminated
composites. This parameter allows the results of structural tests on specimens with standard dimensions to be applied to joints of
various sizes in practical applications. Additionally, a simplified procedure for designing composite bolted joints in the pull
through mode has been proposed using the SPT parameter. SPT results have been evaluated statistically to find the probability
distribution function and determine the strength corresponding to each confidence level.
Hosein Salehi Moghaddam:School of Mechanical Engineering, Iran University of Science and Technology, Tehran, 16846-13114, Iran
Mohammadreza Sadeghi:School of Mechanical Engineering, Iran University of Science and Technology, Tehran, 16846-13114, Iran
Fathollah Taheri-Behrooz:School of Mechanical Engineering, Iran University of Science and Technology, Tehran, 16846-13114, Iran
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