Concrete slab replacement of expressway road bridge in Japan Toshihiko Nagatani View Abstract
Experimental and analytical studies on concrete-filled triaxially-braided hybrid FRP structures under static loading Florian Jonas, Shubham Soni, Vasant Matsagar, Jan Knippers View Abstract
Finite element studies on the flexure-shear behavior of steel and hybrid fiber reinforced prestressed concrete beams Chandrashekhar Lakavath, Murali Sagar Varma Sagi, Suhas S. Joshi, S. Suriya Prakash View Abstract
The cover-page image is from the Bridge Street Bridge at Southfield in Michigan, USA, which uses carbon fiber reinforced polymer (CFRP) material. The Bridge Street Bridge design, construction, and instrumentation was based on multiple research projects funded by the National Science Foundation (NSF). The Bridge Street Bridge has been monitored continuously since its construction and the monitoring has been authorized to continue to 2025. Furthermore, prior to construction and after the design, a full-scale beam was fabricated and tested up to failure.
Cover image source: Prof. Dr. Nabil Grace from Lawrence Technological University, Michigan, USA.