Multiplication of attenuated and virulent porcine parvoviruses in colostrum-deprived, neonatal pigs     

M Kubota  A Izumida  H Takuma  K Kodama  N Sasaki 《Nippon juigaku zasshi. The Japanese journal of veterinary science》1990,52(6):1229-1235

Colostrum-deprived, neonatal, 2 days old pigs were inoculated with the attenuated HT-/SK or the virulent 90HS strain of porcine parvovirus (PPV) by the oral or subcutaneous route and sacrificed 2, 4 or 6 days after inoculation. Then, comparison was made on viral multiplication in pigs between the two strains. Pigs inoculated with the HT-/SK strain showed no detectable viremia or HI antibody responses against PPV within 6 days after inoculation. Only in pigs inoculated by the subcutaneous route, a small amount of virus was recovered from the spleen, liver, or mesenteric lymph nodes. These viruses were distinguished from the parental virulent 90HS strain, as examined for rct maker in vitro. When pigs were inoculated with the virulent 90HS strain, viremia appeared in all of them 1 day after inoculation and continued for up to the sacrificed day. Moreover, a considerable amount of virus was also detected from all tissues, including brain, lung, liver, spleen, pancreas, small intestine, and lymph node tissues, in all pigs tested. HI antibodies were first detected 6 days after inoculation.  相似文献   

Clinical studies on canine dirofilarial hemoglobinuria: blood coagulation system findings     

H Kitagawa  Y Sasaki  K Ishihara 《Nippon juigaku zasshi. The Japanese journal of veterinary science》1985,47(4):575-580

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Prediction of the buckling stress of intermediate wooden columns using the secant modulus     

Hiroshi Yoshihara  Masamitsu Ohta  Yoshitaka Kubojima 《Journal of Wood Science》1998,44(1):69-72

We made several buckling tests of wooden columns with intermediate slenderness ratios () and examined the empirical formulas. On the basis of the examination, we formulated an equation for predicting the buckling stress () of an intermediate wooden column. Sitka spruce (Picea sitchensis Carr.) and buna (Japanese beech, Fagus crenata BI.) were used for the studies. A compressive load was applied on the specimen supported with pin ends, and the buckling stress was predicted by the tangent modulus theory and two empirical equations: those of Tetmajer and Newlin-Gahagan. The predicted - relations were compared with the test results, and the applicability of these predictions were examined. Based on the comparisons, we formulated an equation that can predict the - relations of materials with various stress-strain characters in the plastic strain range.  相似文献   

Plywood frame corner joints with glued-in hardwood dowels     

J?rgen Lauritzen Jensen  Takanobu Sasaki  Akio Koizumi 《Journal of Wood Science》2002,48(4):289-294

This paper presents research on plywood frame corners jointed to glulam beams and columns by means of glued-in hardwood dowels. The frame corner was made of a solid block of ordinary plywood of the same width as the glulam beams and with plies parallel to the plane of the frame to avoid splitting due to stress perpendicular to the grain. Hardwood dowels with a diameter of 12mm and a maximum glued-in length of 120mm were glued into drilled holes in the plywood corner and glulam beam ends parallel to the grain direction of the beams to form a momentresisting joint. Static bending tests were conducted of frame corners with 100 X 200mm² and 120 X 420mm² beam cross sections. Bending capacities of the joints corresponding to a modulus of rupture of the jointed glulam beams of about 30MPa were obtained for both closing and opening moments for the small cross sections, and about 22MPa was obtained for the large cross sections. Simple design models for calculation of joint strength and rotational stiffness are also presented.  相似文献   

Stress analysis of wood     

Takamaro Maku  Hikaru Sasaki 《Wood Science and Technology》1968,2(3):207-212

Summary For the preparation of specimens for testing the stress distribution with the photoelastic method, various techniques are applicable. In this paper the so-called glass-transition temperature method is tested on a specimen imitating the layered structure of wood. The observations made on this specimen are compared with those obtained from a specimen with isotropic properties.

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Zusammenfassung Für die Herstellung von Modellen zur Untersuchung der Spannungsverteilung mit spannungsoptischen Verfahren gibt es verschiedene Techniken. In dieser Mitteilung wird das sogenannte Glas-Übergangstemperatur-Verfahren an einem Modell, das den Schichtaufbau des Holzes nachahmt, geprüft. Die Beobachtungen, die an diesem Modell gemacht wurden, werden mit jenen verglichen, die sich an einem Modell mit isotropen Eigenschaften ergaben.

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Production of particleboard with steam-injection     

Mr. T. Hata  Dr. S. Kawai  Prof. Dr. H. Sasaki 《Wood Science and Technology》1990,24(1):65-78

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Transcriptional and translational analyses of poplar anionic peroxidase isoenzymes     

Shinya Sasaki  Motoyuki Shimizu  Hiroyuki Wariishi  Yuji Tsutsumi  Ryuichiro Kondo 《Journal of Wood Science》2007,53(5):427-435

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Deformation behavior of wood under stress relaxation in a radial direction as a laminated annual-ring structure     

Kosei?AndoEmail author  Mami?Morimoto  Yoshitaka?Kubojima 《Journal of Wood Science》2004,50(4):381-382

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Effect of loading frequency on fatigue life and dissipated energy of structural plywood under panel shear load     

Takanori Sugimoto  Yasutoshi Sasaki 《Wood Science and Technology》2006,40(6):501-515

Wood-based panels are subjected to cyclic panel shear load caused by wind and seismic forces in such an application as the sheathing of bearing walls. The fatigue behavior of structural plywood under panel shear load with two different loading frequencies was examined. Pulsating panel shear load with a triangular waveform and loading frequency of 0.5 or 5 Hz was applied to the plywood specimens. Stress−strain hysteresis loops were measured throughout the fatigue tests. Fatigue life was highly dependent on loading frequency at more than 0.5 stress level. The deterioration of mechanical property and damage accumulation in plywood specimen was observed to be slower at higher loading frequency at more than 0.5 stress level. Analyses based on energy loss suggest that panel shear load with higher loading frequency causes less damage to the plywood specimen during one loading cycle at higher stress level, and that the fatigue damage accumulation causing failure might be dependent on stress level although it seems to be unaffected by loading frequency. Based on these results, a new fatigue failure model for plywood specimen was qualitatively developed by combining Weibull’s weakest link model and Daniels’ fiber bundle model.  相似文献   

Accuracy of shear properties of wood obtained by simplified Iosipescu shear test     

Yoshitaka Kubojima  Hiroshi Yoshihara  Hisashi Ohsaki  Masamitsu Ohta 《Journal of Wood Science》2000,46(4):279-283

We examined the accuracy of the shear properties of wood by the Iosipescu shear test using specimens whose shape was simplified. Quartersawn boards of sitka spruce (Picea sitchensis Carr.) and shioji (Japanese ash,Fraxinus spaethiana Lingelsh.) were used. Two types of specimen for the Iosipescu shear test were compared: a standard specimen whose notch angle is 90° and a keyhole type specimen, which is more easily prepared than the standard type. The shear modulus, yield shear stress, and failure shear stress of the keyhole-type specimen were compared to those of the standard specimen. Shear stress analysis was conducted using the finite element method (FEM). The results obtained were as follows: (1) The failure pattern obtained by the simplified Iosipescu shear test was similar to that seen with the standard Iosipescu shear test. (2) The shear modulus, yield stress, and failure stress obtained by the simplified Iosipescu shear test coincided with those by the standard Iosipescu shear test. (3) The principal strain angle and principal stress angle of the simplified Iosipescu shear test were about 45°. (4) It is recognized that pure stress is applied to the strain-gauge regions in the simplified Iosipescu shear test, and it is expected that the shear properties are independent of the notch angle.  相似文献