General Thin Rod Model for Preslip Bending Response of Strand-Reference-Cited by-同舟云学术

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General Thin Rod Model for Preslip Bending Response of Strand

Published:2000-02 Issue:2 Volume:126 Page:132-139
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Sathikh S.¹²³⁴,Rajasekaran S.¹²³⁴,Jayakumar ¹²³⁴,Jebaraj C.¹²³⁴

Affiliation:

1. Prof. Emeritus, Dept. of Mech. Engrg., Crescent Engrg. Coll., Vandalur, Chennai 600 048, India.

2. Prof., Dept. of Mathematics, Crescent Engrg. Coll., Vandalur, Chennai 600 048, India.

3. Sr. Lect., Dept. of Mech. Engrg., Crescent Engrg. Coll., Vandalur, Chennai 600 048, India.

4. Asst. Prof., Dept. of Mech. Engrg., Anna Univ., Madras 600 025, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A2%28132%29

Reference23 articles.

1. Blouin F. and Cardou A. (1989). “A study of helically reinforced cylinders under axially symmetric loads and application to strand mathematical modelling.” Int. J. Solids and Struct. 25(2) 189–200.

2. “Large deflections of helical spring due to bending.”;Costello G. A.;J. Engrg. Mech. Div.,1977

3. “Simplified bending theory for wire rope.”;Costello G. A.;J. Engrg. Mech. Div.,1982

4. Hadj Mimoune A. Cardou A. and El Chebair A. (1993). “Free constant curvature bending of axially preloaded strands.” Trans. CSME 17(3) 325–350.

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