Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs

Table 4

Comparison of theoretical and FE results.

Model ID	(kN·m)	(kN·m)	(kN·m)
S1	759.8	802.7	869.7	87.4%	92.3%
S2	614.7	649.0	705.4	87.1%	92.0%
S3	905.0	956.7	1045.4	86.6%	91.5%
S4	759.8	799.7	880.3	86.3%	90.8%
S5	759.8	796.0	873.5	87.0%	91.1%
S6	754.5	796.9	841.2	89.7%	94.7%
S7	768.8	812.7	898.2	85.6%	90.5%
S8	739.3	784.6	875.0	84.5%	89.7%
S9	779.6	808.5	876.6	88.9%	92.2%
S10	765.5	809.3	895.6	85.5%	90.4%
S11	770.1	814.7	908.4	84.8%	89.7%
S12	674.6	716.2	782.3	86.2%	91.5%
S13	843.4	887.0	953.7	88.4%	93.0%