D-Shaped Concrete-Filled Steel Tube Structure in Bridge Engineering

Table 6

Stress distribution of plaques and related parts.

Eccentric pressure (kN)	Plaque	Intra-abdominal concrete	Pull zone steel pipe	Pull zone concrete	Maximum stress of steel pipe	Concrete max stress
54	41.5	1.36	23.1	1.06	-119.8	-14.7
126	77.9	3.59	50.5	1.46	-315.0	-32.9