Rational Design Approach for the Instantaneous and Time-Dependent Serviceability Deflections and Crack Widths of FRC and UHPFRC Continuous and Simply Supported Beams-Reference-Cited by-同舟云学术

Rational Design Approach for the Instantaneous and Time-Dependent Serviceability Deflections and Crack Widths of FRC and UHPFRC Continuous and Simply Supported Beams

Published:2019-11 Issue:11 Volume:145 Page:04019138
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sturm A. B.¹,Visintin P.²^ORCID,Oehlers D. J.³

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Associate Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author). ORCID: .

3. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002423

Reference53 articles.

1. Instantaneous deflection calculation for steel fibre reinforced concrete one way members

2. Instantaneous Crack Width Calculation for Steel Fiber-Reinforced Concrete Flexural Members

3. Cracking analysis based on slip and bond stresses;Balazs G. L.;ACI Mater. J.,1993

4. Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear

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