406 Works
Research data supporting the publication \"How to modify LAMMPS from the prospective of a Particle method researcher\"
Andrea Albano & Alessio AlexiadisMake Your Own Brainard
Rona CranMathematical modelling of the vitamin C clock reaction
Ryan Kerr, William Thomson & David SmithBeyond the Book project: quantitative data and collateral documents for One Book, One Huntsville
Danielle Fuller, DeNel Rehberg Sedo, Anouk Lang & Lindsay EngelAn XML Synopsis of the Old Latin Manuscripts of John
P.H. Burton, J. Balserak, H.A.G. Houghton & D.C. ParkerAn XML apparatus of the Majuscule Manuscripts of John
Ulrich B. Schmid & IGNTP International Greek New Testament ProjectDegradation of a model epoxy resin by solvolysis routes
Geraldine Oliveux, Luke Dandy & Gary LeekeSpectralAnalysis: software for the masses
Iain StylesJones-Roberts solitons: rarefaction pulses
Nadine Meyer & Harry ProudUncovering Coherence Effects in an Overdamped Quantum System
Yu-Hung Lien, Giovanni Barontini, Michael Scheucher, Matthias Mergenthaler, Jonathan Goldwin & Edward A. HindsCollective strong coupling of cold potassium atoms in a ring cavity
R Culver, A Lampis, B Megyeri, K Pahwa, L Mudarikwa, M Holynski, P Courteille & J GoldwinFamily Impact of Meningitis dataset
Hareth Al-JanabiBeyond the Book project: quantitative data and collateral documents for Canada Reads
Danielle Fuller, DeNel Rehberg Sedo, Anouk Lang & Lindsay EngelLinear Taylor-Couette stability of a transversely isotropic fluid
CR Holloway, RJ Dyson & DJ SmithUniversity of Birmingham Jisc APC data collection 2017/18
Suzanne AtkinsCoarse-graining the fluid flow around a human sperm / supporting data
K Ishimoto, H Gadelha, E Gaffney, D Smith & J Kirkman-BrownFinite element parametric study of reinforced concrete beams shear-strengthened with embedded FRP bars (dataset)
Michael Qapo, Samir Dirar & Yaser Jemaa
The deep embedment (DE) of fibre-reinforced polymer (FRP) bars is a promising shear-strengthening scheme for existing concrete structures. In the current study, a three-dimensional nonlinear finite element (FE) model for DE-strengthened reinforced concrete beams was developed and validated. The FE and Concrete Society TR55 predictions were compared with published experimental results. The FE-predicted/experimental shear strength enhancement ratio is 1.08 with a standard deviation of 0.25, whereas the TR55-predicted/experimental shear strength enhancement ratio is 1.57 with...