Table 1 Basic parameters of specimens.
From: Finite element analysis of flexural performance of reinforced truss hollow composite concrete slabs
Specimen | H (mm) | l1 × b1 (mm × mm) | h1 (mm) | Remarks |
|---|---|---|---|---|
DKB1-1 | 180 | 450 × 450 | 80 | Composite structure |
DKB2-1 | 200 | 450 × 450 | 100 | Composite structure |
XJKB | 180 | 450 × 450 | 80 | Cast-in-place structure |
