Experimental study on the flexural behavior of partially encased composite beams with corrugated steel webs

• Published in: Advances in structural engineering Vol. 27; no. 6; pp. 1071 - 1084
• Main Authors: Chu, Liusheng, Guo, Xinwei, Li, Jie, Xie, Xiaomeng, Li, Danda, Ma, Xing
• Format: Journal Article
• Language: English
• Published: London, England SAGE Publications 01-04-2024
• Subjects: Partially encased composite beam; bending test; corrugated web; quasi-plane assumption; moment capacity
• ISSN: 1369-4332; 2048-4011
• DOI: 10.1177/13694332241242974

Combining the advantages of partially encased composite structure (PEC) and corrugated steel web, a new type of composite PEC beam with corrugated web was proposed in this paper, namely corrugated webbed PEC (CWPEC) beam. In order to investigate the structural performance of the proposed CWPEC beams, four specimens were designed and fabricated. Four-point bending tests were carried out to study their flexural performance and failure modes. The failure process, load-displacement curve and strain distribution of the tested specimens were analyzed. Experimental results showed the high load carrying capacity and superior ductility of the proposed concept. Parametric study indicated that the concrete strength was increased from C30 to C50, the ultimate load slightly increased by 3.38%. The flange strength decreased from Q355 B to Q235, the ultimate load reduced by 9.17%. The flange width decreased from 250 mm to 200 mm, the ultimate load decreased by 22.21%. As comparison, the increase of steel flange width is more efficient to improve section moment capacity. Further analysis verified that the flexural strength of CWPEC beam was mostly provided by flanges with little contribution from the corrugated web. Finally, based on the quasi-plane assumption, prediction formulas for cracking moment and ultimate moment of CWPEC beams were proposed.