Abstract
prestressing is the deliberate creation of permanent internal stresses in a structure or
a system in order to improve it’s performance under service loads. Such stresses are
designed to counter act those induced by external loading. The application of prestressed
concrete is widely used and is in away a natural result. Concrete is strong in compression
and weak in tension. Prestressing the concrete would produce compressive stresses which
will counteract tensile stresses induced by external loading, thus producing a crack-free
material during service-steel is strong in both compression and tension. The benefits of
prestressing composite steel beam are to increase the elastic strength, to reduce deflection
with limited member depth, to reduce steel weight, to increase ductility by redistribution of
internal stresses, and to improve fatique strength of a structural detail by reducing the
tensile stress range.
Presteressing mechanisms and bending behaviour of prestressed steel beam are very
important to fully utilize the member section. The analysis equations for the elastic state
and fully plastic state are developed based on equilibrium of forces and compatibility of
deformation. The comparison between bounded and unbounded tendons shows that the
bond of the tendons in prestressed steel beams has small effect in improving their behavior.
Beams with draped tendons are compared with beams with straight tendons. Draping the
tendons reduce the shear stresses in the beam. The magnitude of the reduced shear stresses
depends on the depth of the beam and the tendon profile.
a system in order to improve it’s performance under service loads. Such stresses are
designed to counter act those induced by external loading. The application of prestressed
concrete is widely used and is in away a natural result. Concrete is strong in compression
and weak in tension. Prestressing the concrete would produce compressive stresses which
will counteract tensile stresses induced by external loading, thus producing a crack-free
material during service-steel is strong in both compression and tension. The benefits of
prestressing composite steel beam are to increase the elastic strength, to reduce deflection
with limited member depth, to reduce steel weight, to increase ductility by redistribution of
internal stresses, and to improve fatique strength of a structural detail by reducing the
tensile stress range.
Presteressing mechanisms and bending behaviour of prestressed steel beam are very
important to fully utilize the member section. The analysis equations for the elastic state
and fully plastic state are developed based on equilibrium of forces and compatibility of
deformation. The comparison between bounded and unbounded tendons shows that the
bond of the tendons in prestressed steel beams has small effect in improving their behavior.
Beams with draped tendons are compared with beams with straight tendons. Draping the
tendons reduce the shear stresses in the beam. The magnitude of the reduced shear stresses
depends on the depth of the beam and the tendon profile.
Abstract
الجهد المسبق هو تحسين لخواص مواد متشابهة معينة وتدبير وقائي لمقاومة الاحمال الخدمية المسلطة وذلك من خلال تكوين اجهادات داخلية مضادة للاجهاد الذي يولده الحمل المسلط. فالخرسانة التي تمتاز بحملها العالي لقوى الانضغاط، فبتعرضها الى اجهاد انضغاط مسبق فإن ذلك سيولد مقاومة لاجهادات الشد الداخلية والتي تتعرض لها والتي هي بطبيعتها واهنه اتجاهها . اما المقاطع الحديدية التي تمتاز بتفردها اتجاه اجهادات الشد والانضغاط فان مفهوم الجهد المسبق سوف يعزز خواص منها المقاومة المرنة والمطيلية ومقاومة الكلل وذلك من خلال اعادة توزيع الاجهادات الداخلية في المقطع بالاضافة الى تقليل الانحراف الحاصل ووزن المقطع الحديدي.بالاعتماد على مبدا توازن القوى وتوافق التشوهات فلقد تم تطوير المعادلات التحليلية للحالة المرنة واللدنة. لقد اظهرت المقارنة للنماذج المختارة للمقاطع الحديدية المركبة المسبقة الجهد باسلاك منفصلة وغير منفصلة بان ذلك ليس له تاثير يذكر على تصرف المقطع المركب وذلك من خلال دراسة مقاومة المقطع والانحراف الذي ابداه . أن المقاطع الحديدية المركبة المسبقة الجهد باسلاك وقضبان مستقيمة قد ابدت مقاومة أقل لاجهادات القص من المقاطع المسبقة الجهد باسلاك او قضبان مائلة .
Keywords
الحديدية المركبة المسبقة الجهد
العتبات
تحليلية
تصرف
حول
دراسة