Dynamic glycan network engineering of native mucin enables reversible, self-healing, and adhesive hydrogel interfaces. [PDF]
Nakamura Y +4 more
europepmc +1 more source
Abstract This study investigates the numerical modeling of internal tendon breaks in prestressed concrete structures and evaluates the key parameters affecting accuracy. A combined approach is followed, involving global sensitivity analysis via the Elementary Effects Method and subsequent model calibration using experimental data from distributed fiber‐
Aeneas Paul, David Sanio, Peter Mark
wiley +1 more source
Energy Absorption Mechanisms in Minimal Surface Versus Truss-like Lattice Structures: Experimental and Numerical Insights. [PDF]
Huang Z, Liu Y, Liu J, Mu D.
europepmc +1 more source
Amine-Reactive Augmentation of Silk Fibroin Mats for Increasing Cargo Retention Capabilities. [PDF]
Charles KL +6 more
europepmc +1 more source
Experimental Study and Numerical Modeling of Thermoviscoelastic Behavior of Antifriction Polymeric Materials. [PDF]
Kamenskikh AA +3 more
europepmc +1 more source
In vivo tibialis anterior muscle mechanics through force estimation using ankle joint moment and shear wave elastography. [PDF]
Kaya Keles CS +3 more
europepmc +1 more source
Electrical properties of PVA/PANI/LiI composite membranes. [PDF]
Eissa AA, Kamar EM, Mousa MA, Sameeh M.
europepmc +1 more source
Effect of genotype × environment interactions on starch physicochemical properties in diverse sorghum germplasm. [PDF]
Zahid MK, Yu J, Hu Y, Lu H, Bao J.
europepmc +1 more source
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A tangent modulus method for rate dependent solids
Computers and Structures, 1984Summary: A one step forward gradient time integration scheme is developed which leads to a tangent stiffness type method for rate dependent solids. Within the context of small strain theory numerical examples are presented showing application of the method to material behaviors ranging from elastic-nonlinearly viscous to nearly rate independent.
Alan Needleman, C F Shih
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Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil
Applied Mechanics and Materials, 2013Based on tangent-modulus method of undisturbed soil, rigid pile composite foundations with different cushion thickness, different cushion stiffness, different pile length and different pile diameter are studied. P~S curve and load sharing ratio of pile in different composite foundations are compared and several laws are summarized.
Da Shu Guan, Hui Kang Liu, Yu Qi Li
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