Assessment of Localized Damage in Concrete under Compression Using Acoustic Emission-Reference-Cited by-同舟云学术

Assessment of Localized Damage in Concrete under Compression Using Acoustic Emission

Author:

Puri Sunil¹²,Weiss Jason¹²

Affiliation:

1. Engineer, Walker Parking, Indianapolis, IN; formerly, Graduate Student, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

2. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference37 articles.

1. Effect of size of flexural behavior of high-strength concrete beams;Alca N.;ACI Struct. J.,1997

2. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-2002 Detroit.

3. ASTM. (2000). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C-192/C192/M-2000 West Conshohocken Pa.

4. Strain localization and fracture energy of high strength concrete under uniaxial compression;Aulia T. B.;Laser J.,2000

5. Instability, ductility, and size effect in strain-softening concrete;Bazant Z. P.;J. Eng. Mech.,1976

Cited by 27 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