| 双面配筋水泥砂浆夹芯板弯,剪性能实验研究 |
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| 引用本文： | 林子臣,宋雪娟.双面配筋水泥砂浆夹芯板弯,剪性能实验研究[J].烟台大学学报(自然科学与工程版),1995(3):59-64. |
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| 作者姓名： | 林子臣 宋雪娟 |
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| 作者单位： | 烟台大学 |
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| 摘 要： | 分析了双面配筋水泥砂浆夹芯板的弯，剪受力性能，该板的实测抗弯承载力与用简化计算模型求算的结果较吻合，试验表明，该板设有桁条的方向才具有一定的抗弯能力而且破坏呈少筋脆性状态，另一个方面几乎无抗弯能力。
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| 关 键 词： | 承载能力 夹芯板 围护墙板 抗弯能力 |
Experimental Studyon Doubly Reinforced Sandwich Slab unde Flexure and Shear |
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| Lin Zichen,Song Xuejuan,Sun Gangting.Experimental Studyon Doubly Reinforced Sandwich Slab unde Flexure and Shear[J].Journal of Yantai University(Natural Science and Engineering edirion),1995(3):59-64. |
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| Authors: | Lin Zichen Song Xuejuan Sun Gangting |
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| Institution: | Yantai University |
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| Abstract: | Flexural and shear behaviours of the doubly reinforced sandwich slab with expandpolystyrene for med plastic are studied.The flexu ral strength of the slab obtained by tests is in goodagree men t with theoritical result.The tests predicate that the slab has certain flexural strength onlyunder one-way with struss frame but the failu re is brittle and under the other way,the slab hashardly flexural strength. |
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| Keywords: | Doubly reinforced sa ndwich slab Load carrying capacity Experimental analysis |
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