✦ LIBER ✦

Determination of the Functional Parameters of Fibre Tension, Accumulation, and Transport Mechanisms

✍ Scribed by V. A. Chaikin

Book ID: 110386765
Publisher: Springer US
Year: 2001
Tongue: English
Weight: 316 KB
Volume: 33
Category: Article
ISSN: 0015-0541
DOI: 10.1023/a:1019246101572

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Calculation of Frictional Forces in the

Calculation of Frictional Forces in the Theory of Fibre Tension Accumulation and Transport Mechanisms

✍ V. A. Chaikin 📂 Article 📅 2001 🏛 Springer US 🌐 English ⚖ 270 KB

Geometric Aspects of the Theory of Fibre

Geometric Aspects of the Theory of Fibre Tension, Storage, and Transport Mechanisms in the Absence of Friction Forces

✍ V. A. Chaikin 📂 Article 📅 2000 🏛 Springer US 🌐 English ⚖ 342 KB

Determination of the fracture parameters

Determination of the fracture parameters of the Double-K model using weight functions of split-tension specimens

✍ Ince, Ragip 📂 Article 📅 2012 🏛 Elsevier Science 🌐 English ⚖ 738 KB

Prediction of the Structural Parameters

Prediction of the Structural Parameters of Fabrics Made from Chemical Fibres. Part 2. Determination of the Structural Parametres and Mechanical Properties of Chemical Fibres

✍ B. M. Primachenko; N. A. Kovaleva 📂 Article 📅 2001 🏛 Springer US 🌐 English ⚖ 66 KB

Determination of the adsorption characte

Determination of the adsorption character of cellulose fibres using surface tension and surface charge

✍ Karin Stana-Kleinschek; Volker Ribitsch; Tatjana Kreze; Lidija Fras 📂 Article 📅 2002 🏛 Maney Publishing 🌐 English ⚖ 129 KB

Determining double-K fracture parameters

Determining double-K fracture parameters of concrete for compact tension and wedge splitting tests using weight function

✍ Shailendra Kumar; S.V. Barai 📂 Article 📅 2009 🏛 Elsevier Science 🌐 English ⚖ 364 KB

The paper presents use of universal form of weight functions for determining the double-K fracture parameters K ini IC and K un IC on compact test and wedge splitting test specimens. The proposed method enables to obtain a closed form expression of cohesion toughness of concrete specimens. A compari