Numerical investigations into the damage mechanism and failure mode of large‐scale PCCPs under internal pressure overload
Year: 2025
Type: article
Source: Structural Concrete
DOI: 10.1002/suco.70044
Authors: Haizhen Li, Xin Feng
Institutions: Xihua University, Dalian University of Technology
Language: English
Subfield: Mechanical Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: closed
Award: G5781109460
OpenAlex ID: W4410778272