A Frame Element Model for the Nonlinear Analysis of FRP-Strengthened Masonry Panels Subjected to In-Plane Loads

Table 1

Characteristics of the literature panels.

Ref.	𝐵 (mm)	𝐻 (mm)	𝑡 (mm)	𝐸𝑚 (MPa)	𝑓𝑚𝑘 (MPa)	𝑁 (kN)
Unstrengthened panels
[29]	1250	1820	500	1118	6.0	343
[30]	1200	2400	500	726	4.5	311
[29]	1250	1850	500	1290	3.69	358
[31]	980	980	290	4880	3.4	242
[32]	1000	2000	250	1910	6.2	150
[29]	1250	1830	500	1125	6.0	355
FRP-strengthened panel
[27]	1480	1570	530	700	1.1	300