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The results of SLJ tests joints were obtained from previous studies of da Costa Mattos [15, 16] and Osanai [12] and compared to DSC and DMA results.
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Based on the results of the shrinkage tests, joint spacing between compacted sand concrete slabs was calculated.
The measurements were carried out at baseline and 12 weeks, and consisted of four physical performance tests, joint isokinetic strength tests, and three-dimensional gait analysis.
It allows construction of multi-locus SNP sets at both genes and tests joint gene gene effects and interactions between single variants or haplotype combinations.
Bonding strengths of the tested joints were lower than the metal-to-metal bonded joint strength.
The performance-based engineering (PBE) concept was introduced to assess the robustness of the tested joints.
Failure modes were determined both by numerical models and tested joints.
Additionally, the strength of the tested joints is predicted with great accuracy.
Failure patterns, joints' strength, and strain and LSS (lap-shear stress) distributions for the tested joints are extracted.
Failure patterns, joint strength, and strain and LSS (lap-shear stress) distributions for the tested joints are obtained.
The monotonic behavior of the tested joints is followed by the Eurocode standard design method to evaluate the moment resistance and rotational stiffness of the joint.
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