Strength prediction of annealed glass plates – A new model

Engineering Structures - Tập 79 - Trang 244-255 - 2014
David Z. Yankelevsky1
1Faculty of Civil & Environmental Eng., National Building Research Institute, Technion-Israel Institute of Technology, Haifa 32000, Israel

Tài liệu tham khảo

EN 572-1. Glass in building – basic soda limesilicate glass products – Part 1: Definitions and general physical and mechanical properties. CEN; 2004.

Haldimann H. Fracture strength of structural glass elements –analytical and numerical modeling, testing and design. PhD Thesis, Faculty of Civil Engineering, Ecole Polytechnique Federale De Lausanne; 2006.

Veer, 2009, The strength of annealed, heat strengthened and fully tempered float glass, Fatigue Fract Eng Mater Struct, 32, 18, 10.1111/j.1460-2695.2008.01308.x

EN 572-2. Glass in building – basic soda lime silicate glass products – Part 2: Float glass. CEN; 2004.

Porter, 2001

EN 1288-1. Glass in building – determination of the bending strength of glass – Part 1: Fundamentals of testing glass. CEN; 2000.

Shelby, 2005

Irwin, 1957, Analysis of stresses and strains near the end of a crack traversing a plate, J Appl Mech, 24, 361, 10.1115/1.4011547

Irwin, 1962, Crack-extension force for a part-thourgh crack in a plate, J Appl Mech, 29, 651, 10.1115/1.3640649

Lawn, 1993

Dalgliesh, 1990, The strength and testing of window glass, Can J Civil Eng, 17, 752, 10.1139/l90-088

EN 1288-3. Glass in building – Determination of the bending strength of glass – Part 3: Test with specimen supported at two points (four point bending), June; 2000.

EN 1288-2. Glass in building – Determination of the bending strength of glass – Part 2: Coaxial double ring test on flat specimens with large test surface areas. CEN; 2000.

prEN 13474-1. Glass in building-design of glass panes – Part 1: General basis of design; 1999.

ASTM C 1036-01. Standard specification for flat glass. American Society for Testing Materials; 2011.

Beason, 1984, Glass failure prediction model, J Struct Eng – ASCE, 110, 197, 10.1061/(ASCE)0733-9445(1984)110:2(197)

Beason, 1990, Development of a new glass thickness selection procedure, J Wind Eng Ind Aerodyn, 1135, 10.1016/0167-6105(90)90110-X

ASTM E 1300-04. Standard practice for determining load resistance of glass in buildings. American Society for Testing Materials; 2004.

Beason, 1998, Basis for ASTM E 1300 annealed glass thickness selection charts, J Struct Eng – ASCE, 124, 215, 10.1061/(ASCE)0733-9445(1998)124:2(215)

Overend, 2007, Predicting failure in glass—a general crack growth model, J Struct Eng – ASCE, 133, 1146, 10.1061/(ASCE)0733-9445(2007)133:8(1146)

Seica, 2011, Analysis of Dynamic Response of Architectural Glazing Subject to Blast Loading, J Archit Eng – ASCE, 17, 59, 10.1061/(ASCE)AE.1943-5568.0000035

Leon J. A new design model based on actual behavior of glass panels subjected to wind load. Glass Proc Days; 2001. <https://www.glassfiles.com>.

Grady D. Fragmentation of rings and shells-the legacy of N.F. Mott. Verlag, Berlin: Springer; 2006. 373pp. (Chapter 2: Geometric Fragmentation Statistics).

Wereszczak, 2014, Method for identifying and mapping flaw size distributions on glass surfaces for predicting mechanical response, Int J Appl Glass Sci, 5, 16, 10.1111/ijag.12059

Spiller K, Seica M, Packer JA, Yankelevsky D. Blast testing of annealed glass windows, MABS-23, Sept.; in press, Oxford, England (13pp.) [2014].