轻质钢泡混凝土复合板的冲击反应:实验,数值和分析研究
Linghui Meng1, Lei Wang2, Jinbo Chen2
1School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, China.
PloS one
|January 12, 2024
概括
本研究研究了轻钢泡混凝土 (LSFC) 复合板的低速度冲击反应. 调查结果详细说明LSFC
科学领域:
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
- 复合材料 复合材料 复合材料
背景情况:
- 轻质钢泡混凝土 (LSFC) 复合板为建筑提供了潜力.
- 了解它们在冲击负荷下的行为对于安全和设计至关重要.
研究的目的:
- 为了研究LSFC复合板的低速度冲击反应.
- 分析泡混凝土性能和影响参数对性能的影响.
- 开发和验证对抗冲击和位移的预测模型.
主要方法:
- 使用超高重型落测试机的实验调查.
- 对泡混凝土的密度和厚度以及掉落高度进行参数研究.
- 开发和验证一个有限元 (FE) 模型.
- 开发和验证一个相当的单个自由度 (ESDOF) 模型.
主要成果:
- 失效模式,冲击力和位移反应的表征.
- 确定影响峰值冲击力和能量吸收的关键参数.
- FE模型准确地预测了抗冲击能力,与实验数据有很好的一致性.
- 埃斯多夫模型有效地预测了冲击负载下的位移反应.
结论:
- 在低速度负荷下,LSFC复合板表现出明显的冲击反应.
- 泡混凝土的性能和冲击条件显著影响冲击性能.
- 经过验证的FE和ESDOF模型提供了可靠的工具来预测LSFC板块在冲击下的行为.
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