山东建筑大学学报2026，Vol.41Issue(3)：1-11,11.DOI:10.12077/sdjz.2026.03.001
轻质石膏混凝土夹芯复合墙板受弯性能试验研究
Experimental study on the flexural behavior of GLC lightweight concrete sandwich panels
摘要
Abstract
Concrete sandwich insulated composite wall panels are widely used in building envelope systems.To investigate the flexural mechanism and bending performance of gypsum lightweight concrete(GLC)sandwich insulated composite exterior wall panels under lateral actions such as wind loads,an L9(34)orthogonal experimental design was adopted,with faceplate thickness,insulation core thickness,GLC strength,and longitudinal reinforcement diameter set as the influencing variables.A total of 18 full-scale specimens with 9 configurations were subjected to four-point bending tests under both positive and reverse loading conditions.The results indicate that the failure of the sandwich composite wall panels under lateral loading exhibits typical elastoplastic behavior,primarily manifested as flexural failure at normal sections and flexural-shear failure at inclined sections.Based on the elastic working state,calculation formulas for the flexural capacity of normal sections,shear capacity of inclined sections,and short-term stiffness were derived.The calculated results show well with the experimental data,demonstrating the reliability of the proposed formulas.关键词
轻质混凝土夹芯复合墙板/破坏模式/抗弯承载力/抗剪承载力Key words
lightweight concrete sandwich composite wall panel/mode of destruction/flexural capacity/shear capacity分类
建筑与水利引用本文复制引用
周学军,陈宇,李长鹏,王振,刘哲..轻质石膏混凝土夹芯复合墙板受弯性能试验研究[J].山东建筑大学学报,2026,41(3):1-11,11.基金项目
山东省重点研发计划(重大科技创新工程)项目(2024CXGC10321) （重大科技创新工程）
国家重点研发计划项目(SQ2020YFF0426523) （SQ2020YFF0426523）
国家自然科学基金项目(52278507) （52278507）
2023年度山东省重点扶持区域引进急需紧缺人才项目(鲁发改动能办(2023)867号) （鲁发改动能办(2023）
