Noncontact Inspection Method to Determine the Transfer Length in Pretensioned Concrete Railroad Ties-Reference-Cited by-同舟云学术

Noncontact Inspection Method to Determine the Transfer Length in Pretensioned Concrete Railroad Ties

Published:2013-03 Issue:3 Volume:139 Page:256-263
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zhao Weixin¹,Murphy Robert L.²,Peterman Robert J.³,Beck B. Terry⁴,John Wu Chih-Hang⁵,Duong Pelle N.⁶

Affiliation:

1. Postdoctoral Associate, Dept. of Mechanical and Nuclear Engineering, Kansas State Univ., Manhattan, KS 66502 (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66502.

3. Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66502.

4. Professor, Dept. of Mechanical and Nuclear Engineering, Kansas State Univ., Manhattan, KS 66502.

5. Associate Professor, Dept. of Industrial and Manufacturing System Engineering, Kansas State Univ., Manhattan, KS 66502.

6. Chief Engineer, CXT, Inc., 2420 N. Pioneer Ln., Spokane, WA 99216.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000449

Reference15 articles.

1. Barnes R. W. (2000). “Development length of 0.6-inch prestressing strand in standard I-shaped pretensioned concrete beams.” Dissertation Univ. of Texas Austin TX.

2. Laser speckle interferometry for plate bending problems

3. Gross S. P. and Burns N. H. (1995). “Transfer and development length of 15.2mm (0.6 in.) diameter prestressing strand in high performance concrete: Results of the Hobitzell-Buckner beam tests.” Research Rep. No. 580-2 Center for Transportation Research Univ. of Texas Austin TX.

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