The Lower Bound for Glass Strength and Its Interpretation with Generalized Weibull Statistics for Structural Applications-Reference-Cited by-同舟云学术

The Lower Bound for Glass Strength and Its Interpretation with Generalized Weibull Statistics for Structural Applications

Published:2016-12 Issue:12 Volume:142 Page:04016100
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ballarini Roberto¹,Pisano Gabriele²,Royer-Carfagni Gianni³

Affiliation:

1. Professor and Chair, Dept. of Civil and Environmental Engineering, Cullen College of Engineering, Univ. of Houston, Cullen College of Engineering Bldg. 1, 4726 Calhoun Rd., Room N107, Houston, TX 77204-4003 (corresponding author).

2. Graduate Student, Dept. of Industrial Engineering, Univ. of Parma, Parco Area delle Scienze 181/A, I-43124 Parma, Italy.

3. Professor, Dept. of Industrial Engineering, Univ. of Parma, Parco Area delle Scienze 181/A, I-43124 Parma, Italy; Construction Technologies Institute, Italian National Research Council, Lombardia 49, I-20098 San Giuliano Milanese (Mi), Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001151

Reference54 articles.

1. ASTM. (2001). “Standard test method for determination of slow crack growth parameters of advanced ceramics by constant stress-rate flexural testing at ambient temperature.” ASTM C1368-01 West Conshohocken PA.

2. ASTM. (2009). “Standard test method for monotonic equibiaxial flexural strength of advanced ceramics at ambient temperature.” ASTM C1499–09 West Conshohocken PA.

3. Safety factors for the structural design of glass

4. Is Weibull distribution the most appropriate statistical strength distribution for brittle materials?

5. Weakest Link Theory Reformulated for Arbitrary Fracture Criterion

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