Titlebook: Research and Development of Deck Bridges; Vincent Kvo?ák,Daniel Dubecky Book 2021 The Author(s), under exclusive license to Springer Natur

Oligarchy

Proposed Designs of Deck Bridges,te and steel and economise on steel consumption. The results of experimental measurements on beams with embedded steel I-sections and various modified sections providing continuous composite action are delivered in this chapter.

GRAIN

Measurement of Material Properties of Concrete and Steel,f the concrete. Tensile tests have been used to determine the average value of the yield strength of the structural steel, and push-out tests have verified composite action. The results obtained in the individual material and push-out tests are presented, and then analysed and used for software modelling.

guardianship

Static Loading Tests of Composite Beams, regions have been measured, and the widths of cracks that appeared in the concrete section of the beams. All measurements are graphically and numerically displayed in this chapter. Resistances of the individual types of beams are compared, and the experimental measurements with the numerical models simulated by the ABAQUS software.

Cupidity

GLEAN

嫻熟

Proposed Designs of Deck Bridges,, several modified variants using a steel strip connector have been designed by the research team to provide effective composite action between concrete and steel and economise on steel consumption. The results of experimental measurements on beams with embedded steel I-sections and various modified

堅毅

chandel

鐵砧

Static Loading Tests of Composite Beams,echnical University of Kosice. On the beams loaded with hydraulic presses, deflections and strains (relative deformations) in their steel and concrete regions have been measured, and the widths of cracks that appeared in the concrete section of the beams. All measurements are graphically and numeric

enchant

Long-Term Tests of Composite Beams,s a long-term loading system using air-filled rubber pillows that can maintain the continuous application of load onto the whole area of the beams. The results of the loading tests lasting 420 days are provided.