| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6774562 | Structures | 2018 | 20 Pages |
Abstract
The present study aims to investigate experimentally mechanical behavior of CFDST deep beam having an outer circular section and an inner square section (CS-CFDST) under bending-shear through asymmetric four-point loading testing method. Two selected test parameters are inner square width to outer circular diameter and the large diameter-to-thickness ratios of the steel tubes. As the results, observed failure modes were shear failure of in-filled concrete or outer tube's cracking at the position of maximum bending moment. Method to predict bending-shear capacities of CS-CFDST deep beam is mainly discussed. Furthermore, biaxial stress behavior of outer circular steel tube based upon elasto-plastic theory under plane stress conditions is also mentioned.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Kojiro UENAKA,