Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs

Table 2

Details of FE models in parametric analysis.

Model ID	(mm)	(mm)	(mm)	(MPa)	(MPa)	(MPa)
S1	900	320	6200	32.4	1116	345
S2	900	240	6200	32.4	1116	345
S3	900	400	6200	32.4	1116	345
S4	900	320	8080	32.4	1116	345
S5	900	320	9960	32.4	1116	345
S6	900	320	6200	29.6	1116	345
S7	900	320	6200	38.5	1116	345
S8	900	320	6200	32.4	930	345
S9	900	320	6200	32.4	1302	345
S10	1000	320	6200	32.4	1116	345
S11	1100	320	6200	32.4	1116	345
S12	900	320	6200	32.4	1116	295
S13	900	320	6200	32.4	1116	395