Adjustable Restraining Frames for Systematic Investigation of Cracking Risk and Crack Formation in Reinforced Concrete Under Restrained Conditions-Reference-Cited by-同舟云学术

Adjustable Restraining Frames for Systematic Investigation of Cracking Risk and Crack Formation in Reinforced Concrete Under Restrained Conditions

Published:2020 Issue: Volume: Page:211-239
ISSN:2366-259X
Container-title:Advanced Techniques for Testing of Cement-Based Materials
language:
Short-container-title:

Author:

Schlicke Dirk,Hofer Katrin,Tue Nguyen Viet

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-030-39738-8_7

Reference28 articles.

1. BAW-Merkblatt. (2010). Merkblatt früher Zwang – Rissbreitenbegrenzung für frühen Zwang in massiven Wasserbauwerken. Referat Massivbau der BAW, Karlsruhe.

2. BAW-Merkblatt. (2019). Merkblatt Zwang bei fugenlosen Wasserbauwerken. Referat Massivbau der BAW, Karlsruhe (Gelbdruck).

3. Bentur, A., & Kovler, K. (2003). Evaluation of early age cracking characteristics in cementitious systems. Materials and Structures, 36, 183–190.

4. Berger, J., & Feix, J. (2018). Constraint forces from imposed deformations. Structural Concrete (online version of record before inclusion in an issue) 10 p. https://doi.org/10.1002/suco.201800123 .

5. Bjøntegaard, Ø., & Sellevold, E. J. (2004). The temperature-stress testing machine (TSTM): Capabilities and limitations. In J. Weiss, K. Kovler, J. Marchand, & S. Mindess (Eds.), International RILEM Symposium Advances in Concrete Through Science and Engineering, RILEM proceeding 48. e-ISBN: 2912143926.

Cited by 15 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

1. Practical insights on standardised models for estimation of crack width due to imposed strains in edge-restrained reinforced concrete elements;Engineering Structures;2024-04

2. The effect of the degree of cracking on the state of stress and cracks width in elements with restrained boundary conditions;Structural Concrete;2023-08-24

3. Application of a new theory of restraint factor after cracking of reinforced concrete members;Archives of Civil Engineering;2023-04-04

4. Effect of Member Geometry on the Modification Factor for the Degree of Restraint Before Cracking in Order to Account for the Effect of Cracking;International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures;2023

5. Early-Age to Long-Term Numerical Simulation of Concrete Members Tested in Adjustable Restraining Frames;International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures;2023