The singularities, oscillatory performances and the contributing factors to the 3-'D translating-pulsating source Green function of deep-water Havelock form which consists of a local disturbance part and a far-field ...The singularities, oscillatory performances and the contributing factors to the 3-'D translating-pulsating source Green function of deep-water Havelock form which consists of a local disturbance part and a far-field wave-like part, are analyzed systematically. Relative numerical integral methods about the two parts are presented in this paper. An improved method based on LOBATTO rule is used to eliminate singularities caused respectively by infinite discontinuity and jump discontinuous node from the local disturbance part function, which makes the improvement of calculation efficiency and accuracy possible. And variable substitution is applied to remove the singularity existing at the end of the integral interval of the far-field wave-like part function. Two auxiliary techniques such as valid interval calculation and local refinement of integral steps technique in narrow zones near false singularities are applied so as to avoid unnecessary integration of invalid interval and improve integral accordance. Numerical test results have proved the efficiency and accuracy in these integral methods that thus can be applied to calculate hydrodynamic performance of floating structures moving in waves.展开更多
<div style="text-align:justify;"> In this paper, we discuss the integrals of oscillatory kind function with Cauchy principal value in point zero which have the form like <img src="Edit_c0de6abb...<div style="text-align:justify;"> In this paper, we discuss the integrals of oscillatory kind function with Cauchy principal value in point zero which have the form like <img src="Edit_c0de6abb-c608-4dd4-98d0-a6138fad4d0a.png" width="70" height="40" alt="" />, where <em>f (x) </em>is smooth function and <em>r</em> is odd integer. In this integral, <em>x</em><sup><em>r </em></sup>has several stationary points <img src="Edit_da4ec557-4767-4f11-97ca-6be90a311d20.png" width="30" height="20" alt="" />, and the Cauchy principal value <img src="Edit_fcc0ee07-e3a9-4e31-8648-256af9b4f24a.png" width="50" height="30" alt="" />. We use some integral technique to transform it into the form like <img src="Edit_77d9cc9b-8a82-479a-be59-37e742db9672.png" width="70" height="40" alt="" /> so that we can calculate it. At the end, we give some numerical examples to prove the accuracy of this method. </div>展开更多
基金supported by the National Natural Science Foundation of China (Grant No. 50879090)
文摘The singularities, oscillatory performances and the contributing factors to the 3-'D translating-pulsating source Green function of deep-water Havelock form which consists of a local disturbance part and a far-field wave-like part, are analyzed systematically. Relative numerical integral methods about the two parts are presented in this paper. An improved method based on LOBATTO rule is used to eliminate singularities caused respectively by infinite discontinuity and jump discontinuous node from the local disturbance part function, which makes the improvement of calculation efficiency and accuracy possible. And variable substitution is applied to remove the singularity existing at the end of the integral interval of the far-field wave-like part function. Two auxiliary techniques such as valid interval calculation and local refinement of integral steps technique in narrow zones near false singularities are applied so as to avoid unnecessary integration of invalid interval and improve integral accordance. Numerical test results have proved the efficiency and accuracy in these integral methods that thus can be applied to calculate hydrodynamic performance of floating structures moving in waves.
文摘<div style="text-align:justify;"> In this paper, we discuss the integrals of oscillatory kind function with Cauchy principal value in point zero which have the form like <img src="Edit_c0de6abb-c608-4dd4-98d0-a6138fad4d0a.png" width="70" height="40" alt="" />, where <em>f (x) </em>is smooth function and <em>r</em> is odd integer. In this integral, <em>x</em><sup><em>r </em></sup>has several stationary points <img src="Edit_da4ec557-4767-4f11-97ca-6be90a311d20.png" width="30" height="20" alt="" />, and the Cauchy principal value <img src="Edit_fcc0ee07-e3a9-4e31-8648-256af9b4f24a.png" width="50" height="30" alt="" />. We use some integral technique to transform it into the form like <img src="Edit_77d9cc9b-8a82-479a-be59-37e742db9672.png" width="70" height="40" alt="" /> so that we can calculate it. At the end, we give some numerical examples to prove the accuracy of this method. </div>