Review on Stamping Shear Properties of Foam Board

Author:

Singh Oinam Premjit,Qasaye Omar Abdi Mohamed

Abstract

Bubbled slabs are introduced to decrease the self-weight of the slab by decreasing the amount of concrete in the slab's middle. This decrease results in cost savings, a reduction in the time needed for construction, improvements in structural performance, and an increase in the slab's efficiency. Despite the many benefits that this form of slab offers, it is similar to flat slabs. The more concentrated load at the column connection causes it to experience failure-punching shear. In addition, the design equations for bubbling slabs suggested by building rules derive from experiments conducted on flat slabs. Previous investigations of bubbled slabs have shown that the punching shear of bubbled slabs is different from that of flat slabs.

Publisher

Century Science Publishing Co

Reference31 articles.

1. Singh, M., & Saini, B. (2019). Analytical and experimental study of voided slab. In Proceedings of the 1st International Conference on Sustainable Waste Management through Design: IC_SWMD 2018 1 (pp. 438-448). Springer International Publishing.

2. Hai, L. V., Hung, V. D., Thi, T. M., Nguyen-Thoi, T., & Phuoc, N. T. (2013). The experimental analysis of bubbledeck slab using modified elliptical balls. In Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) (pp. G-6). The Thirteenth East Asia- Pacific Conference on Structural Engineering and Construction (EASEC-13).

3. Ibrahim, A. M., Oukaili, N. K. A., & Salman, W. D. (2013). Flexural behavior and sustainable analysis of polymer bubbuled reinforced concrete slabs. In Fourth Asia Pacific Conference on FRP in Structures (APFIS 2013) (pp. 11-13).

4. Bubbledeck, U. K. (2008). BubbleDeck voided flat slab solutions—Technical Manual & Documents. BubbleDeck UK head office, Jersey.

5. Valivonis, J., Jonaitis, B., Zavalis, R., Skuturna, T., & Šneideris, A. (2014). Flexural capacity and stiffness of monolithic biaxial hollow slabs. Journal of Civil Engineering and Management, 20(5), 693-701.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3