Spelling suggestions: "subject:"La for""
421 |
The Effect of Thin-Ideal Media on Body Image: An Experiment Using the Solomon Four-Group DesignMason, Sara Elizabeth 11 May 2012 (has links)
No description available.
|
422 |
Electroconvection and Pattern Formation in Nematic Liquid CrystalsAcharya, Gyanu R. 15 April 2009 (has links)
No description available.
|
423 |
Rationality and the Human Characteristic Way in Hursthouse’s <i>On Virtue Ethics</i>Shonberg, Jordan D. 25 August 2015 (has links)
No description available.
|
424 |
Feasibility of use of four-post road simulators for automotive modal applicationsSharma, Balaji R. 06 August 2010 (has links)
No description available.
|
425 |
Parametric studies of circular expansion chambers using four-pole matrix approach while considering higher order mode effectsMaddali, Ramakanth 20 April 2011 (has links)
No description available.
|
426 |
A Quantitative Study of Academic Library Administrators Using Bolman and Deal's Leadership Orientation FrameworkBoff, Colleen T. 12 November 2015 (has links)
No description available.
|
427 |
Electric Field Measurements in Non-Equilibrium ElectricDischarge Plasmas Using Picosecond Four-Wave MixingGoldberg, Benjamin M. January 2015 (has links)
No description available.
|
428 |
Low Noise All Optical Switch and GeSn Laser for Silicon PhotonicsZhao, Yun 17 May 2016 (has links)
No description available.
|
429 |
Numerical Simulation of A Prognostic Meteorological Model Using Four-Dimensional Observational Data Assimilation in OhioLin, Peng January 2007 (has links)
No description available.
|
430 |
Modelling and testing of CLT panels for evaluation of stiffnessSvensson Meulmann, Sebastian, Latifi, Egzon January 2021 (has links)
The use of timber in building structures is steadily increasing. cross laminated timber (CLT) is an engineered wood product made of an uneven number of layers of lamellas glued at an angle of 90 degrees to each other. This gives CLT high stiffness and strength to bending in all directions, and capability of taking load both in-plane and out-of-plane. Due to the large size of CLT elements, they allow for quick assembly of strong structures. Due to both economic and environmental reasons it is important for producers of CLT to optimize the use of the wood material by using the timber with higher stiffness and strength where it is most needed. This thesis is about evaluating the bending and shear stiffness of CLT elements, when used as plates, depending on the quality of wood used in the different layers. Four-point bending tests are carried out on elements of different compositions and a parametrized finite element model is created. Thus, the model is validated on the basis of experimental tests to evaluate the influence of different quality of different layers. The measured dynamic MoE proved to have good potential to be used as the longitudinal bending stiffness in an FE-model, with a deviation from the experimental tests of less than 1%. There is a strong correlation between the bending stiffness and bending strength of the plates. The effective rolling shear modulus in pine was calculated to be around 170 MPa for pine of dimension 40 x 195 mm2 . Grading the boards into two different classes used for different layers proved to increase the MoE of the plates by 11-17% for 3- and 5-layer CLT.
|
Page generated in 0.0761 seconds