自锚式悬索桥空间缆索系统的求解方法

Solution Strategy for Special Spatial-cable Self-anchored Suspension Bridge

由于存在着强烈的几何非线性效应,自锚式悬索桥的主缆和吊索的线形与内力的确定具有一定的困难,本文对自锚式悬索桥空间缆索系统的线形和内力的求解方法进行了研究。以单索的悬链线方程为基础,推导了空间主缆和吊索的线形和内力的递推-迭代计算流程,通过反复迭代直至主缆线形满足设计参数要求。在进行迭代计算时,切线矩阵的确定是迭代计算的关键。由于不能获得切线矩阵的理论表达式,提出了采用数值方式形成割线矩阵近似代替切线矩阵的求解策略,并通过构造牛顿类迭代格式进行求解。按照该求解方法编制了数值计算程序,经过算例验证,表明该求解方法是可行的,可用于具有对称或不对称形式悬索桥空间主缆和吊索的几何位形和内力的求解。

The solution strategy for self-anchored suspension bridge of spatial cables and hangers system was studied.Based on the cable catenary theory,the recursion-iteration procedure was presented for the geometry and internal forces calculation of spatial cables and hangers.The secant matrix was assembled as an approximate substitute for tangent matrix with numerical method.The Newton class iteration scheme was adopted for equilibrium solution.An example is presented to prove that the method is valid and feasible for solving spatial cables and hangers configurations and internal forces of similar suspension bridges.