Punching shear failure of slab with lightweight aggregate concrete (LWAC) and low reinforcement ratio-Reference-Cited by-同舟云学术

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Punching shear failure of slab with lightweight aggregate concrete (LWAC) and low reinforcement ratio

Published:2014-08 Issue: Volume:65 Page:92-102
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Youm Kwang-Soo^ORCID,Kim Jung J.,Moon Jiho^ORCID

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Expanded Shale Clay and Slate Institute. Lightweight concrete-history, applications, Economics. 1971:1–44.

2. BS EN 206-1, Concrete Part 1: specification, performance, production and conformity. British Standard; 2000.

3. American Concrete Institute (ACI). Building code requirements for structural concrete. ACI 318-11. Farmington Hills, Michigan; 2011.

4. Korean agency for technology and standards. KS F 2534, Lightweight aggregate for structural concrete; 2002 [In Korean].

5. Lightweight structural concrete with Aglite aggregate: mix design and properties;Dhir;Int J Cem Compos Lightweight Concr,1984

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