摘要
为了对泡沫混凝土复合墙板(FCPW)抗冲击性能进行定量表征和破坏形式进行定性描述,分析其性能优劣,文章以中间设置的挤塑聚苯板、钢筋网和两侧掺有玻璃纤维的泡沫混凝土制成的FCPW为试验对象,通过落锤冲击试验,研究碳纤维布(CFS)一层、两层和未加固FCPW抗冲击性能,并通过有限元模拟进行验证。试验结果表明:试件均发生剪切破坏。采用单、双层CFS加固均能提高试件的延性和承载力,且CFS单层好于双层。此外,试验结果与模拟结果基本吻合,可为科研人员更新复合墙板提供参考。
In order to quantitatively characterize that impact resistance and qualitatively describe the failure modes of foam concrete composite wall panel(FCPW),this paper studies the impact resistance of FCPW made of extruded polystyrene board,steel mesh and foam concrete with glass fiber on both sides by drop hammer impact test,and verifies the impact resistance of FCPW with carbon fiber sheet(CFS)one layer,two layers and unreinforced FCPW by finite element simulation.The ductility and bearing capacity of the specimens strengthened with single or double layer CFS are improved,and the results of single layer CFS are better than those of double layer CFS.The experimental results are generally consistent with the simulation results,providing a reference for researe hers to update composite wall panels.
作者
王晨
孙洪军
杨宇康
赵帅
唐显喆
WANG Chen;SUN Hongjun;YANG Yukang;ZHAO Shuai;TANG Xianzhe(Zhongmei Geoenvironmental(Xi’an)DesignCo.,Ltd.,Xi'an 102417,Shaanxi,China;College of Civil Engineering and Architecture,Liaoning University of Technology,Jinzhou 121001,Liaoning,China;Jinzhou Water Affairs(Group)Co.,Ltd.,Jinzhou 121000,Liaoning,China)
出处
《工程建设》
2026年第3期1-9,共9页
Engineering Construction
基金
2023年辽宁省教育厅高等学校基本科研项目(JYTMS20230865)
2022年辽宁省研究生联合培养示范基地项目(YJD202204)
锦州水务(集团)有限公司研究生联合培养基地(YJD202204)。
