Three-Dimensional Modeling of Anchorage Zones in Reinforced Concrete-Reference-Cited by-同舟云学术

Three-Dimensional Modeling of Anchorage Zones in Reinforced Concrete

Published:2001-07 Issue:7 Volume:127 Page:693-699
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Lundgren K.¹²,Magnusson J.¹²

Affiliation:

1. Asst. Prof., Div. of Concrete Struct., Chalmers Univ. of Technol., SE-412 96 Göteborg, Sweden.

2. PhD, Struct. Engr., Div. of Concrete Struct., Chalmers Univ. of Technol.; also, AB Jacobson & Widmark, SE-121 88 Stockholm-Globen, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A7%28693%29

Reference12 articles.

1. åAkesson M. ( 1993). “Fracture mechanics analysis of the transmission zone in prestressed hollow core slabs.” Licentiate thesis Div. of Concrete Struct. Chalmers University of Technology Göteborg Sweden.

2. Comité Euro-International du Béton (CEB). ( 1993). CEB-FIP model code 1990 Paris.

3. Comité Euro-International du Béton (CEB). ( 1995). High performance concrete recommended extensions to the model code 90 research needs Paris.

4. Cox J. V. ( 1994). “Development of a plasticity bond model for reinforced concrete—Theory and validation for monotonic applications.” Naval Facilities Engineering Service Center Port Hueneme Calif.

5. Cox J. V. and Herrmann L. R. ( 1998). “Development of a plasticity bond model for steel reinforcement.” Mech. Cohesive-Frictional Mat. 3 155–180.

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