Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites-Reference-Cited by-同舟云学术

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Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites

Published:2016-06 Issue:2 Volume:22 Page:04015014
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Natividad Kayla¹,Morse Stephen M.²,Norville H. Scott³

Affiliation:

1. Graduate Student, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409.

2. Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409.

3. Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000197

Reference14 articles.

1. Glass Failure Prediction Model

2. The strength and deflection characteristics of large rectangular glass panels under uniform pressure;Bowles R.;Glass Tech.,1962

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of Silicone Coatings on Heat Strengthened and Fully Tempered Glass;Journal of Architectural Engineering;2020-06

2. Glass Failure Prediction Model for Out-of-Plane Bending of Waterjet- Drilled Holes;IABSE Symposium, Vancouver 2017: Engineering the Future;2017

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