Abstract: The results of an experimental and numerical study of the flexural behavior of reinforced concrete beams strengthened with glass-fiber-reinforced-polymer (GFRP) laminates are presented in this paper. In the experimental ...

Abstract: The present study is concerned with the strength of thin‐walled steel box columns of square cross section that are pinned and subjected to axial load and equal moment at the ends. The local buckling in the component plates ...

Abstract: An experimental investigation of the ultimate load behavior of thin‐walled box columns is reported. Small‐scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought ...

Abstract: The purpose of this study is to investigate the ultimate strength of thin‐walled welded‐steel box columns subjected to a combination of axial load, bending moment, and shear force at the ends. The moment‐curvature‐thrust ...

Abstract: This paper focused on investigating the moment resistance of steel I-beam to concrete-filled tube (CFT) column uniplanar connections under monotonic static loading. The composite connection can be stiffened or unstiffened. ...

Abstract: A typical large-scale, steel, multiplanar tubular XT-joint specimen was tested, with its in-plane and out-of-plane braces subjected to a total of 11 different load cases comprising the basic axial loading as well as axial ...

Abstract: A typical large-scale steel multiplanar tubular XX-joint specimen was tested with its in-plane and out-of-plane braces subjected to a total of 12 different load cases including the basic axial loads and axial load combined ...

Abstract: A series of static strength tests were performed on full-scale precracked square-to-square hollow section welded T joints. These joints were subjected under brace end axial load until failure using a special purpose designed ...

Abstract: For assessing the integrity of damaged hollow section joints, the plastic collapse loads of the joints containing cracks is an important parameter. Very little published information is available in the literature concerning ...

Abstract: Experimental fatigue tests were carried out on three tubular T joints having the same geometrical parameters subjected to in-plane bending (IPB) only, combination of IPB and out-of-plane bending (OPB), and a combination ...