712 The state of metal in hot-water pipes depends on many factors, including the working stress, the temperature and chemical composition of the water, and the cyclic (static and dynamic) loads associated with hydraulic tests and with external vibrations [1]. Standard tests of the mechanical properties—the strength, the plasticity, and even the impact strength—do not permit estimation of the change in metal characteristics and its degradation in the course of operation [2, 3]. Currently, many methods permit the detection of changes in the pipe metal and prediction of pipe behavior and life [3, 4]. Besides the working pressure of 0.6‐1 MPa, pipes in major pipelines are periodically subjected to hydraulic tests at 2.6 MPa. The high stress arising in the pipe wall during such tests, together with the temperature of the hot water, will impair the strength of the metal. The magnitude of this effect must be determined in selecting the optimal pressure of the hydraulic tests and the chemical composition of the steel. In the present work, we propose methods of simulating the influence of periodic hydraulic tests and the water temperature on the mechanical properties and strength of the metal determined in tensile tests of smooth samples and flexure of notched samples. To study the influence of hydraulic tests on the state of the metal, we select fragments (surface area up to 5 m 2 ) of steel 20 and 171 Ee steel pipe from the emergency reserve, from current production, and after 20 years of operation. Table 1 presents the chemical composition of the pipe. The resistance to crack nucleation and propagation is determined on samples with a sharp notch (of type 13 according to State Standard GOST 9454-78) in point flexure on an Instron machine (crosspiece speed 0.2 cm/min); the load‐strain diagram is recorded. From the test data, we calculate the flexure strength σ d , the overall yield point in the notch σ oy , the plasticity (the distance of plastic flexure) f pl , the work of failure A Σ , and its components A n (the work of crack nucleation) and A p (the work of crack propagation).