Cite
Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges.
MLA
Jianan Qi, et al. “Flexural Behavior of an Innovative Dovetail Ultra-High Performance Concrete Joint Using Steel Wire Mesh Interface Treatment in Composite Bridges.” Advances in Structural Engineering, vol. 23, no. 6, Apr. 2020, pp. 1142–53. EBSCOhost, https://doi.org/10.1177/1369433219891531.
APA
Jianan Qi, Jingquan Wang, Zhongwen Zhang, Wenchao Li, & Yuqing Hu. (2020). Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges. Advances in Structural Engineering, 23(6), 1142–1153. https://doi.org/10.1177/1369433219891531
Chicago
Jianan Qi, Jingquan Wang, Zhongwen Zhang, Wenchao Li, and Yuqing Hu. 2020. “Flexural Behavior of an Innovative Dovetail Ultra-High Performance Concrete Joint Using Steel Wire Mesh Interface Treatment in Composite Bridges.” Advances in Structural Engineering 23 (6): 1142–53. doi:10.1177/1369433219891531.