Results 251 to 260 of about 76,634 (311)

Effects of Synthetic Fibers and Rubber Powder from ELTs on the Rheology of Mineral Filler-Bitumen Compositions. [PDF]

Materials (Basel)
Maciejewski K, Zankowicz W, Chomicz-Kowalska A, Zaprzalski P.   +3 more
europepmc   +1 more source

Experimental Verification of the Model for Estimating the Corrosion Current of Reinforcement in an RC Element. [PDF]

Materials (Basel)
Recha F, Raczkiewicz W, Bacharz K, Wójcicki A, Bujňáková P, Koteš P.   +5 more
europepmc   +1 more source

Sustainable high-performance concrete: harnessing recycled rubber and slag for strength and eco-friendliness. [PDF]

Sci Rep
Bahmani H, Mostafaei H.
europepmc   +1 more source

Integration between radiation shielding performance, structural evolution, and mechanical features of co-doped sodium phosphate glasses. [PDF]

Sci Rep
Abdelhakim NA, Shalaby RM, Abdelghany AM, Mitwalli M, El-Farrash AH, Saleh A.   +5 more
europepmc   +1 more source

The Pro‐Office Mindset. Anticorruption Beyond Legal Instruments

Journal of Social Philosophy, EarlyView.
Emanuela Ceva, Patrizia Pedrini
wiley   +1 more source

Privacy as a Defense Against Premature Representation

Journal of Social Philosophy, EarlyView.
Jordan Wallace‐Wolf
wiley   +1 more source

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Creep of concrete-filled steel tube considering creep-recovery of the concrete core

Advances in Structural Engineering, 2019
Concrete creep results in the strain increment of concrete-filled steel tube. In this article, a new method was established for creep prediction of concrete-filled steel tube considering the creep-recovery effect of the concrete core with creep model and separate creep-recovery model, named two-function method.
Shengqi Mei, Yuanfeng Wang, Ruofei Zou, Yunpeng Long, Jiechao Zhang   +4 more
openaire   +1 more source

Creep of lightweight concrete

Magazine of Concrete Research, 1959
Summary Creep data covering periods of up to 18 months for concretes made with expanded-shale aggregates and having compressive strengths of 3,000 and 5,000 lb/in2 at 28 days are reported. These are compared with data for sand-gravel concretes of comparable strength.
C. H. Best, M. Polivka
openaire   +1 more source