Abstract of Special Research Report (RR-25)
National Institute of Occupational Safety and Health, Japan
A Presumption Method of Grinding Wheel Bursting Speed with Consideration of Stress Gradient
RR-25-1 |
Soichi KUMEKAWA |
: Assuming that the rotating strength of grinding wheels is influenced by the maximum stress and the stress gradient at the inner periphery of the wheel, the grinding wheel bursting speed can be calculated from the strength which is got in the bending test under the same stress gradient. |
An Electron Fractographic Approach to Quantitative Failure Analysis --Correlations Between Fracture Surface Appearance and Fracture Mchanics Parameters for Stage II fatigue Crack Propagation in an Alminum Alloy and a Mild Steel--
RR-25-2 |
Yoshio KITSUNAI and Masazumi TANAKA |
: In order to analyze the fatigue failure causes in service using electron fractographic methods, fatigue crack growth rate for an aluminum alloy (2017-T3) and for a mild steel (SB42) were determined from measurements of specimen's surfaces, termed macroscopic rate, and from striation spacing fracture, termed microscopic rate. Effect of stress ratios on fatigue crack growth rate also have been, studied as a function of various fracture mechanics parameters, including the stress intensity range (ΔK) and both positive and negative ratios of the minimum to the maximum stress (R). |
On the Required Conditions for the Temporary Railing --Aabout necessary conditions in the height and the strength--
RR-25-3 |
Katsunori OGAWA, Yoshimasa KAWAJIRI and Noriyuki HORII |
: The temporary railing has been used for the prevention of fall accidents in construction sites and dockyards, while it is under the necessity of standardizing the specification of it. This report is the experimentally investigation about conditions the temporary railing must have, above all next two contents. ![]() where Fs2 : Force acts on the railing in action S4 Fmax : Impact force acts on the railing in action D1 H, L, H0, V : As above mentioned W0 : Body weight of subject W1 : Weight of the load in action S4 K : Spring constant of the railing g : Acceleration of gravity α1, α2, A, B : Experimental coefficients (Refer to Table 9, Table 10) Then we carried out the computer simulation using above equations and calculated the forces act on the railing. From the results of this experimental investigation we shall propose as follows. 1. The temporary railing shall be more than 95 cm in height. 2. The temporary railing shall be classified into two ranks (for light-work use and for heavy-work use) in the strength, according as the places where the railing is installed and the matter of work. The dimensions and members of each railing shall be such that the completed structure shall be capable of withstanding a load of at least follows applied in any direction at any point of the toprail. (a) 36 kg / person for light-work use. (b) 122 kg / person for heavy-work use. |
On the Method of Temperature Compensation to the Output Voltage of a Hot Wire Anemometer and the Calculation Method of the Direction of Air Stream in Low Velocity
RR-25-4 |
Kinichi KINOSHITA |
: This paper deals with the method of compensating the out put voltage of a hot wire anemometer for fluctuating temperature, and the method of calculating the direction of air stream by using a digital computer. |