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一梯形截面梁，上底为20mm，下底为40mm，高为20mm，梁的轴线为半径为1000mm的一段弧，长为261.799mm（x长为500mm，z轴长133.075mm），如图1所示。\n        ")]),t._v(" "),s("p",{staticClass:"dec"},[t._v("\n          梯形截面梁一端固定，另一端几何中心处受到大小为500N的力，方向朝Z轴负方向。\n        ")]),t._v(" "),s("div",{staticClass:"imgs"},[s("img",{attrs:{src:e("9f6c"),alt:"图1 梯形截面梁弯曲结构示意图"}}),t._v(" "),s("p",[t._v("图1 梯形截面梁弯曲结构示意图")])]),t._v(" "),s("p",{staticClass:"dec"},[t._v("\n          初始扭转形变分析时，截面模型参数、梁长度与梁弯曲形变分析时一致，从固定端到自由端有16度转角的均匀过渡，如下图2所示。给定初始扭转变形曲率K1=0.001，一端固定，另一端几何中心点受一大小为500N，方向沿Z轴正向的集中力。\n        ")]),t._v(" "),s("div",{staticClass:"imgs"},[s("img",{attrs:{src:e("f6ae"),alt:"图2 梯形截面梁扭转结构示意图"}}),t._v(" "),s("p",[t._v("图2 梯形截面梁扭转结构示意图")])]),t._v(" "),s("p",{staticClass:"dec"},[t._v("\n          模型材料均采用正交各向异性材料，材料具体参数如表1所示。\n        ")]),t._v(" "),s("div",{staticClass:"imgs"},[s("p",[t._v("表1 梁材料参数表")]),t._v(" "),s("img",{attrs:{src:e("8205"),alt:"表1 梁材料参数表"}})])])]),t._v(" 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