Mechanical Performance Study of Tower Crane Braced Frame Joint with Different Embedded Part Parameters

Table 3

Steel material properties in finite element model.

Description	Material	Yield stress	Ultimate strength	Poisson ratio	Elastic modulus	Element selection
Embedded part	Q345 B steel	379.07 MPa	550.7 MPa	0.3	2.08 × 10^5 MPa	C3D8R
Rebar	ϕ8 HRB400	426.1 MPa	567.6 MPa	0.25	2.07 × 10^5 MPa	T3D2
Rebar	ϕ10 HRB400	433.3 MPa	583.3 MPa	0.3	2.11 × 10^5 MPa	T3D2